YOSE-PRES_1(14)_100__plans.pdf

PDF 13 MB Posted Oct 14, 2014

Attached to: CA FTNP YOSE PRES 1(14) Yosemite N. P. Tunnel Preservation
Solicitation number: DTFH68-14-B-00018
Issued by: Department of Transportation Federal Highway Administration

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File	Type	Posted
Bid_Tabs.pdf	PDF	Jan 6, 2015
Bid_Opening_Summary.pdf	PDF	Nov 13, 2014
A001.pdf	PDF	Nov 6, 2014
Q-A _revised_11-5-14.pdf	PDF	Nov 6, 2014
YOSE-PRES_1(14)_CoringReport2-6-13.pdf	PDF	Oct 14, 2014
DTFH68-14-B-00018.pdf	PDF	Oct 14, 2014

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Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

FOR SELECTION ONLY

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D 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.

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

et ux et al

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DHV

decr.D culv.

CTSM

ctrs.

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

beg.

b.f.B asph.

appr.

alt.

aggr.

ADT

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

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

VPI

vph vert.

typ.

transv.

TCE

TBM

tan.

sym.

struc.

str.

stiff.

std.

sta.

st.

spec.

spa.

shldr.

sec.

SADT

rte.

Rt. or RT

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

quant., QtyQ pvmt.

psi proj.

POT

POS

POC

pl.

perf.

PCC

PCP

o.f.

o.c.O

no. or # neg.

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

Lt. or LT

LPSM

long.

lat.

lam.

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

A s y m .d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

Sheet 2 of 2

BOF = Big Oak Flat

Longitudinal Construction Joint (Existing)

Transverse Contraction Joint (Existing)

Transverse Expansion Joint (Existing)

Object Marker

Tunnel Lining Geotechnical Core Location

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

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

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)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Township or Range Line

City

County

State

National

Boundaries

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

A s y m .d g n

CAPWR

TUNNEL PRESERVATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

A p la

.d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

2000' 0

Scale in Feet

4000'

SITE PLAN

E l P o rt a l

R o a d

B ig O a k F la t R o a d

STANISLAUS NATIONAL FOREST YOSEMITE NATIONAL PARK

Center

Valley Visitor

Entrance

Arch Rock

Valley View

Tunnel

YELLAV ETIMESOY

W awona Road

G la ci er P oi nt R oa d

R T E

RTE 014

Tunnel View

R T E

SKI AREA

BADGER PASS

El Portal Road

W awon a Ro ad

Nort hs ide D riv e

Sou ths ide Dr ive

Bridalveil Fall

H w y a n d O a k h u rs t (3 m i.

T o Y o s e m it e W e s tTo

El Po rta l (

1 m i.)

Hwy 1

Hwy 120

To Manteca (101 mi.)

Campground

Crane Flat

Tunnel No. 2

Big Oak Flat

Tunnel No. 1

Big Oak Flat

Tunnel No. 3

Big Oak Flat

Wawona

Sta. 299+83.00

YOSE PRES 1(14)

RESUME PROJECT

Sta. 321+01.00

YOSE PRES 1(14)

END PROJECT

Sta. 202+40.50

YOSE PRES 1(14)

SUSPEND PROJECT

Sta. 200+00.00

YOSE PRES 1(14)

RESUME PROJECT

Sta. 103+84.60

YOSE PRES 1(14)

SUSPEND PROJECT

Sta. 100+00.00

YOSE PRES 1(14)

BEGIN PROJECT

(MILES) A SCHEDULE OFLENGTH

LOCATION &ROUTE StationBegin StationEnd (Feet)

Length

(Miles)

Length

013ROUTE

1 No. Tunnel Road Flat OakBig 100+00.00 103+84.60 384.60 0.073

2 No. Tunnel Road Flat OakBig 200+00.00 202+40.50 240.50 0.046

3 No. Tunnel Road Flat OakBig 299+83.00 321+01.00 2118.00 0.401

TOTALSPROJECT 2743.10 0.520

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

(SEE TABLE FOR LOCATIONS)

EXISTING TYPICAL SECTION - TYPE A LINING

(SEE TABLE FOR LOCATIONS)

EXISTING TYPICAL SECTION - TYPE B LINING

Spring Line

Tunnel

12'12'

5" Aggr. Base Curb

Curb

Trench

Drainage

Spring Line

Tunnel

12'12'

5" Aggr. Base Curb Curb

Trench

Drainage

R=14

@ 15' o.c.

3" Dia. Galv. Drains

@ 15' o.c.

3" Dia. Galv. Drains

Constr. Jt. (typ.)

or 8"

@ 10' o.c.

Weep Holes

@ 10' o.c.

Weep Holes

Concrete Lining (typ.)

Reinforced

Concrete Lining (typ.)

Reinforced

Existing Slope

1" in 12'

Constr. Jt. (typ.)

Existing Slope

1" in 12'

Constr. Jt. (typ.)

through curb @ 10' o.c.

4"x12" Scupper drains

NOTE:

Conc. Pvmt.

7" Reinf.

Conc. Pvmt.

7" Reinf.

(10.5' Travel Way) (10.5' Travel Way)

Walk

Safety

Walk

Safety

12"3'

3' 12"

Fixture

Lighting

Fixture

Lighting through curb @ 10' o.c.

4"x12" Scupper drains

(v ar ies p er lin ing ty pe a nd tu nn el)

Existing typical sections shown are based on field observations and

Big Oak Flat Tunnel construction drawings. Match actual tunnel features.

Powerwash existing concrete tunnel lining (item 55212-0000).

See sheet A6 for typical section showing Gunite lining.

Protect all utilities from damage during cleaning and repair activities.

Existing ceiling mounted high pressure sodium lamps may explode when exposed to water. Existing fire detection, emergency phone and carbon monoxide detection systems contain sensitive electronic controls. Work is subsidiary to item 55212-0000.

Clean scupper drains, exposed weep holes, galvanized drains and bottom of drainage trench (item 60711-0000). Work with care when utility lines are present in drainage trench.

Big Oak Flat Road

TUNNEL NO. 3

BIG OAK FLAT ROAD

TYPICAL SECTIONS

Sheet 1 of 2

TYPE & LOCATION LININGEXISTING

Station toStation A/BType Gunite

Remarks (Feet) (Feet)

013ROUTE

3 No. Tunnel Rd. Flat OakBig

300+05.00 to 300+62.00 57.00 Lining Thick18"

300+62.00 to 306+73.00 611.00 Lining Thick12"

306+73.00 to 312+90.00 617.00

312+90.00 to 314+90.00 200.00 Lining Thick18"

314+90.00 to 318+52.00 362.00

318+52.00 to 320+52.00 200.00 Lining Thick12"

320+52.00 to 320+82.00 30.00 Lining Thick18"

(Feet)Total 1098.00 979.00

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

T y p .d g n

CAPWR

TUNNEL PRESERVATION

Spring Line

Big Oak Flat Road

Tunnel

12'12'

5" Aggr. Base Curb

Sand

Curb

Trench

Drainage

"Constr. Jt. (typ.)

Existing Slope

1" in 12'

(SEE TABLE ON SHEET A5 FOR LOCATIONS)

EXISTING TYPICAL SECTION - GUNITE LINING

(typ.)

Gunite Lining

NOTE:

Conc. Pvmt.

7" Reinf.

(10.5' Travel Way) (10.5' Travel Way)

Walk

Safety

3' per Special 605-C and install screens

Core 3" Dia. Weep holes

Sta. 309+40 to 318+50

2.5'4.5'

Fixture

Lighting

R=15 .5 ' m in.

Existing typical sections shown are based on field observations and

Big Oak Flat Tunnel construction drawings. Match actual tunnel features.

Clean bottom of drainage trench (item 60711-0000). Work with care when utility lines are present in drainage trench.

through curb @ 10' o.c.

4"x12" Scupper drains 2

(v ar ies p er lin ing ty pe a nd tu nn el)

A6 A7

TUNNEL NO. 3

BIG OAK FLAT ROAD

TYPICAL SECTIONS

Sheet 2 of 2

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

T y p .d g n

CAPWR

TUNNEL PRESERVATION

(SEE TABLE FOR LOCATIONS)

EXISTING TYPICAL SECTION - TYPE D LINING

(SEE TABLE FOR LOCATIONS)

EXISTING TYPICAL SECTION - TYPE C LINING

Spring Line

Tunnel

5" Aggr. Base

Curb

@ 15' o.c.

3" Dia. Galv. Drains

Constr. Jt. (typ.)

@ 15' o.c.

3" Dia. Galv. Drains

Spring Line

Tunnel

5" Aggr. Base

Curb

@ 10' o.c.

Weep Holes

@ 10' o.c.

Weep Holes

Curb

12.5'12.5'

R=14 .5

Big Oak Flat Road

R=14 .5

12.5' 12.5'

Concrete Lining (typ.)

Reinforced

Concrete Lining (typ.)

Reinforced

Trench

Drainage

Trench

Drainage

Constr. Jt. (typ.)

Existing Slope

1" in 12'

Constr. Jt. (typ.)

Existing Slope

1" in 12' through curb @ 10' o.c.

4"x12" Scupper drains

NOTE:

Conc. Pvmt.

7" Reinf.

Conc. Pvmt.

7" Reinf.

(11.5' Travel Way) (11.5' Travel Way)

Walk

Safety

Walk

Safety

Existing typical sections shown are based on field observations and

Big Oak Flat Tunnel construction drawings.

Powerwash existing concrete tunnel lining (item 55212-0000).

Protect all utilities from damage during cleaning and repair activities.

Work is subsidiary to item 55212-0000.

Clean scupper drains, exposed weep holes, galvanized drains and bottom of drainage trench (item 60711-0000). Work with care when utility lines are present in drainage trench.

TYPE & LOCATION LININGEXISTING

Station toStation C/DType

Remarks (Feet)

013ROUTE

100+03.00 to 103+67.80 364.80 Lining Thick18"

200+03.00 to 202+23.50 220.50 Lining Thick18"

(Feet)Total 585.30

(v ar ies p er lin ing ty pe a nd tu nn el)

(v ar ies p er lin ing ty pe a nd tu nn el) through curb @ 10' o.c.

4"x12" Scupper drains

A7 A7

TUNNEL NO's. 1 AND 2

BIG OAK FLAT ROAD

TYPICAL SECTIONS

Big Oak Flat Rd. Tunnel No. 1

Big Oak Flat Rd. Tunnel No. 2

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts A G e n s h t\

T y p .d g n

CAPWR

TUNNEL PRESERVATION

SCHEDULE A

SUMMARY OF QUANTITIES

NO.ITEM DESCRIPTIONITEM UNIT

Description and NumberSheet

QUANTITIES

ESTIMATED

QUANTITYESTIMATED

OF DETERMINATION AND/ORREMARKS

B3 B4-B8

Drainageof

Tabulation

Quantities of

Tabulation

PLAN BID

15101-0000 MOBILIZATION LPSM ALL ALL

15215-3000 STRUCTURE DRAINAGE STAKING, ANDSURVEY EACH 6 6 6

15301-0000 CONTROL QUALITYCONTRACTOR LPSM ALL ALL

15401-0000 TESTINGCONTRACTOR LPSM ALL ALL

15501-0000 SCHEDULECONSTRUCTION LPSM ALL ALL

15706-1000 PROTECTION INLET CONTROL, EROSIONSOIL EACH 3 3 3

20301-2700 STRUCTURE OFREMOVAL EACH 4 4 4

20302-2100 CULVERT PIPE OFREMOVAL LNFT 74 74 78

20304-1000 OBSTRUCTIONS AND STRUCTURES OFREMOVAL LPSM ALL ALL ALL Removals of TabulationSee

30302-1000 RECONDITIONINGDITCH LNFT 35 35 36

30802-2000 2 METHOD AGGREGATE,ROADWAY TON 74.0 74.0 78

40401-0000 CONCRETE ASPHALT HOTMINOR TON 55.7 55.7 58

50101-1500 SMOOTHNESS/ROUGHNESS C TYPE DEPTH, 10-INCH PAVEMENT, RIGIDREINFORCED SQYD 128 128 132 Slabs ApproachConc.

50201-0000 PATCH PAVEMENTRIGID SQFT 840 840 880

50202-0000 CRACKS AND JOINTSSEALING LNFT 11,215 11,215 11,700

55205-0000 CONCRETEREPAIR SQYD 40.45 40.45 45 Repair Spall Concrete - LiningTunnel

55212-0000 SURFACE CONCRETECLEAN SQFT 89,800 89,800 91,000 Powerwash - LiningTunnel

55216-0000 AGENT COLORCONCRETE LB 100 100 105

56506-0000 GROUTINGCORING/PRESSURE LNFT 97 97 100 Repair Leak - LiningTunnel

60201-0300 CULVERT PIPE8-INCH LNFT 10 10 12

60201-0600 CULVERT PIPE18-INCH LNFT 40 40 42

60403-0100 1 TYPEINLET, EACH 1 1 1

60403-0100 (SPECIAL) 1 TYPEINLET, EACH 1 1 1

60413-0000 DRAINTRENCH LNFT 74 74 76

60510-0700 PIPE COLLECTOR6-INCH LNFT 738 738 760

60510-0800 PIPE OUTLET6-INCH LNFT 27 27 28

60515-0400 6-INCH CLEANOUT,UNDERDRAIN EACH 4 4 4

60522-0000 SAND CUYD 31 31 33

60704-0000 PLACE IN CULVERTCLEANING EACH 2 2 2

60706-0000 STRUCTURE DRAINAGECLEANING EACH 1 1 1

60711-0000 STRUCTURE DRAINAGERECONDITION LPSM ALL ALL ALL

60901-1900 DEPTH 20-INCH CONCRETE,CURB, LNFT 5 5 6

60901-2500 DEPTH 8-INCH ASPHALT,CURB, LNFT 51 51 55

62201-0250 CAPACITY MINIMUM YARD CUBIC 10 TRUCK,DUMP HOUR 30 30 30

62201-0450 WIDTH 18-INCH BUCKET, CAPACITY RATED MINIMUM FOOT CUBIC 4 LOADER,BACKHOE HOUR 15 15 15

62201-2350 BROOMPOWER HOUR 12 12 12 CO by Directed As - tunnels in RoadwayClean

62201-2360 SWEEPERVACUUM HOUR 15 15 15 CO by Directed As - tunnels in RoadwayClean

62201-3600 MANLIFT HOUR 12 12 12 CO the by DirectedAs

62301-0000 LABORGENERAL HOUR 20 20 20

63308-5000 P TYPE CALTRANS TYPE MARKER,OBJECT EACH 12 12 12

63401-0300 SOLID B, TYPE MARKINGS,PAVEMENT LNFT 2,700 2,700 2,800

63401-0900 SOLID E, TYPE MARKINGS,PAVEMENT LNFT 10,976 10,976 11,500

63403-0500 E TYPE MARKINGS,PAVEMENT SQFT 297 297 310 ChevronsCurb

63406-0000 G) TYPE (CALTRANS MARKER PAVEMENTRAISED EACH 266 266 280

63502-0600 3 TYPE BARRICADE CONTROL, TRAFFICTEMPORARY EACH 4 4 4

63502-1050 MARKER TUBULAR CONTROL, TRAFFICTEMPORARY EACH 150 150 150

63502-1300 DRUM CONTROL, TRAFFICTEMPORARY EACH 150 150 150

63502-1400 PANEL VERTICAL CONTROL, TRAFFICTEMPORARY EACH 30 30 30

63502-1600 B TYPE LIGHT WARNING CONTROL, TRAFFICTEMPORARY EACH 18 18 18

63502-2000 SIGN MESSAGE CHANGEABLE PORTABLE CONTROL, TRAFFICTEMPORARY EACH 2 2 2

contract. the to according furnished materials for or accepted and performed work ofquantities actual the for made be will Payment quantity. contract a as noted unless approximate are quantities followingThe

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b S

A Q

.d g n

CAPWR

TUNNEL PRESERVATION

SCHEDULE A

SUMMARY OF QUANTITIES contract. the to according furnished materials for or accepted and performed work ofquantities actual the for made be will Payment quantity. contract a as noted unless approximate are quantities followingThe

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

NO.ITEM DESCRIPTIONITEM UNIT

Description and NumberSheet

QUANTITIES

ESTIMATED

QUANTITYESTIMATED

OF DETERMINATION AND/ORREMARKS

B3 B4-B8

Drainageof

Tabulation

Quantities of

Tabulation

PLAN BID

63502-3100 SYSTEM SIGNAL TRAFFIC CONTROL, TRAFFICTEMPORARY EACH 1 1 1

63503-0400 BARRIER CONCRETE CONTROL, TRAFFICTEMPORARY LNFT 150 150 150

63504-1000 SIGN CONSTRUCTION CONTROL, TRAFFICTEMPORARY SQFT 538.00 538.00 538.00

63505-1000 MARKINGS PAVEMENT CONTROL, TRAFFICTEMPORARY MILE 1.0 1.0 1.0

63506-0500 FLAGGER CONTROL, TRAFFICTEMPORARY HOUR 4,200 4,200 4,200

63506-0600 CAR PILOT CONTROL, TRAFFICTEMPORARY HOUR 2,100 2,100 2,100

63510-0100 SUPERVISOR SAFETY AND TRAFFIC CONTROL, TRAFFICTEMPORARY WEEK 16 16 16

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b S

A Q

.d g n

CAPWR

TUNNEL PRESERVATION

DRAINAGE

TABULATION OF

B3 B8

Location

Structure DrainageRecondition

Only InformationFor

TrenchDrainage Curb

Scuppers Galv.3" Weeps Length Galv.3"

Each Each Each Lnft Each

1 No. TunnelBOF 36 24 0 365 24

2 No. TunnelBOF 22 15 0 221 15

3 No. TunnelBOF 179 54 29 2,077 54

237 93 29 2,663 93

SUMMARY CONTROL EROSION ANDDRAINAGE

E G

R E

E S

S K

E W

D E S

C R I P

T I O

N I

T E

M P

A Y

S T

R U

C T

U R

E D

R A I N

A G

S T

A K I N

A N

D S

U R

V E

P R

O T

E C

T I O

N I N

L E

C O

N T

R O

E R

O S I O

N S

O I L

S T

R U

C T

U R

E O

F R

E M

O V

A L

C U

L V

E R

P I P

E O

F R

E M

O V

A L

R E

C O

N D I T I O

N I N

G D I T

C H

C U

L V

E R

T P I P

E I N

C H

C U

L V

E R

T P I P

E I N

C H

Y P

E I N

L E

P E

C I A

Y P

E I N

L E

D R

A I N

T R

E N

C H

P I P

E C

O L L E

C T

O R

I N

C H

P I P

E O

U T

L E

T I N

C H

I N

C H

C L E

A N

O U

U N

D E

R D

R A I N

P L

A C

I N

C U

L V

E R

T C

L E

A N I N

S T

R U

C T

U R

E D R

A I N

A G

E C

L E

A N I N

S T

R U

C T

U R

D R

A I N

A G

E R

E C

O N

D I T I O

N Remarks

Station

I T

E M

P A

N I T

E A

C H

E A

C H

E A

C H

L N

F T

L N

F T

L N

F T

L N

F T

E A

C H

E A

C H

L N

F T

L N

F T

L N

F T

E A

C H

E A

C H

E A

C H

L P S

Road Flat OakBig

1 No.Tunnel

Rt. & Lt.103+66.6, L0 1 1 25 structure conc. and grate drain, trench exist.Remove

2 No.Tunnel

Rt. & Lt.200+03, 1 VCP 6" existingClean

Rt. & Lt.202+22.5, L0 1 1 25 structure conc. and grate drain, trench exist.Remove

3 No.Tunnel

Lt.299+90, 35 drain to ditchGrade

Lt. 300+00, to299+75 1 40 40

Rt. & Lt.300+02.5, L0 24 24

Rt. 309+40, to309+30 1 1 1

Rt. 312+85, to309+40 345 2 curb behind underdrainInstall

Rt. & Lt.315+05, L13 27 27

Rt.315+08, 1 1 1 604-B SpecialSee

Rt. 318+50, to315+08 342 2 curb behind underdrainInstall

Rt. & Lt.320+83, L0 1 1 24 structure conc. and grate drain, trench exist.Remove

Rt. 16'320+90, 1 10

Rt. 16.7'320+92, 1 1 10 1 Inlet for grate and frame B TypeInstall

S L A T O T 6 3 4 74 35 10 40 1 1 74 738 27 4 2 1 ALL

Note:

adjustments. field to subject are and approximate are hereon locations, quantities, The1.

quantities, actual the until appurtenances or pipe culvert order not Do

CO. the by approved been have locations field and exposed and trench drainage existing the cleaning involves Structure Drainage Recondition2.

below. quantities of estimate and locations for typicals See tunnel. each within scuppers and drains galv. holes, weep

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b

D r a in .d g n

CAPWR

TUNNEL PRESERVATION

QUANTITIES

B4 B8

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

SEALING CRACK AND JOINT PAVEMENT OFTABULATION

NumberItem 50202-0000

Station toStation Side

CRACKS AND JOINTSSEALING

Remarks

AType BType CType DType

LNFT LNFT LNFT LNFT

1 No. Tunnel Rd. Flat OakBig

100+00 to 103+65.6 Lt./Rt. 175 300 1,097 wide 25' are jointsTranverse

2 No. Tunnel Rd. Flat OakBig

200+00 to 202+21.5 Lt./Rt. 100 200 665 wide 25' are jointsTranverse

3 No. Tunnel Rd. Flat OakBig

300+10 to 320+72 Lt./Rt. 864 1,608 6,186 wide 24' are jointsTranverse

CO the by DirectedAs 20 CO the by approved as corners panelCracked

S L A T O T B US 1,139 2,108 7,948 20

S L A T OT 11,215

requirements. work for 502-A Special to Refer B. Type or A Type use joints Transverse 1.Note:

C. Type use joints Longitudinal 2.

breaks. panel corner concrete repair to used are D Type 3.

SAND OFTABULATION

NumberItem 60522-0000

Station toStation Side

SAND

Remarks

CUYD

3 Tunnel Rd. Flat OakBig

306+73 to 309+40 Rt. 7 Curb behindPlace

309+40 to 312+85 Rt. 10 Curb behindPlace

315+10 to 318+50 Rt. 9 Curb behindPlace

CO the by DirectedAs 5

S L A T OT 31

LPSM OBSTRUCTIONS, AND STRUCTURES OFREMOVAL

REMOVALS OFTABULATION

NumberItem FIO FIO FIO FIO FIO FIO FIO FIO FIO

Station toStation Side

MARKER

PAVEMENT

RAISED

OFREMOVAL

ASPHALT

CURB,

OFREMOVAL

CONCRETE

CURB,

OFREMOVAL

MARKINGS

PAVEMENT,

OFREMOVAL

ASPHALT

PAVEMENT,

OFREMOVAL

CONCRETE

PAVEMENT,

OFREMOVAL

MARKINGS

PAVEMENT,

OFREMOVAL

PAVEMENT

SAWCUTTING

CORES3"

Remarks

EACH LNFT LNFT LNFT SQYD SQYD SQYD LNFT EACH

1 No. Tunnel Rd. Flat OakBig 1,824

103+65.6 Lt./Rt. 25

103+67.6 to 103+84.6 Lt./Rt. 47 29

103+67.6 to 103+84.6 Rt. 13 5

2 No. Tunnel Rd. Flat OakBig 1,103

202+21.5 Lt./Rt. 25

202+23.5 to 202+40.5 Lt./Rt. 49 29

202+23.5 to 202+40.5 Rt. 5

3 No. Tunnel Rd. Flat OakBig 208 10,385 33 curbs to attached chevrons and markersRemove

299+83 to 300+00 Lt./Rt. 17 45 27

299+83 to 300+00 Lt. 4 10 shoulderExisting

300+00 to 300+10 Lt./Rt. 27 24 Patching Pavement Rigid10'

309+40 to 318+50 Lt. 183 605-B SpecialSee

315+00 to 315+10 Lt./Rt. 27 48 Patching Pavement Rigid10'

315+08 Rt. 4

320+72 to 320+82 Lt./Rt. 27 24 Patching Pavement Rigid10'

320+84 to 321+01 Lt./Rt. 45 29

320+87 to 321+01 Rt. 4

CO the by DirectedAs 16 5 16

A E L U D E H C S - S L A T OT 208 30 4 13,312 220 86 33 286 183

tunnels. within curb of face vertical from chevrons painted and Markers Pavment Raised Remove 1.Note:

Only. Information For = FIO 2.

20304-1000). (item Sum Lump Obstructions, and Structures of Removal to subsidiary are items FIO of Removal 3.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b

M is c .d g n

CAPWR

TUNNEL PRESERVATION

B5 B8

SURFACING OFTABULATION

NumberItem 30802-2000 40401-0000 Only Info.For 50101-1500 50201-0000 60901-1900 60901-2500

Station toStation Side 2METHOD

AGGREGATE,

ROADWAY

CONCRETE

ASPHALT

HOTMINOR

SS-1HOR

SS-1,CSS-1H,

CSS-1,

GRADE

COATTACK

ROUGHNESS

SMOOTHNESS/

CTYPE

DEPTH,10-INCH

PAVEMENT,RIGID

REINFORCED

PATCH

PAVEMENT

RIGID

DEPTH

20-INCH

CONCRETE,

CURB,

DEPTH8-INCH

ASPHALT,

CURB,

Remarks

TON TON LPSM SQYD SQFT LNFT LNFT

1 Tunnel Rd. Flat OakBig

103+67.6 to 103+84.6 Lt./Rt. 14.8 12.0 0.23 31 404-A Special per transition, Asphalt toConcrete

103+67.6 to 103+84.6 Rt. 1.0 0.02 13 shoulderHACP

2 Tunnel Rd. Flat OakBig

202+23.5 to 202+40.5 Lt./Rt. 15.4 12.5 0.24 32 404-A Special per transition, Asphalt toConcrete

202+23.5 to 202+40.5 Rt. 1.1 0.02 shoulderHACP

3 Tunnel Rd. Flat OakBig

299+83 to 300+00 Lt./Rt. 14.2 11.5 0.22 29 17 404-A Special per transition, Concrete toAsphalt

299+83 to 300+00 Lt. 0.9 0.01 shoulderHACP

300+00 to 300+10 Lt./Rt. 2.8 240

315+00 to 315+10 Lt./Rt. 2.8 240 patchTrench

315+08 Rt. 4

320+72 to 320+82 Lt./Rt. 2.8 240

320+84 to 321+01 Lt./Rt. 14.2 11.5 0.22 29 404-A Special per transition, Asphalt toConcrete

320+87 to 321+05 Rt. 2.2 0.02 18 curb asphalt with ditchHACP

CO the by DirectedAs 7 3 7 120 1 3

S L A T OT 74.0 55.7 0.98 128 840 5 51

Note: 40401-0000). (item Concrete Asphalt Hot Minor to subsidiary is item only, information for are quantities coat Tack1.

depth. 2" Assumed base. uniform create to Aggregate Roadway with areas Patch Pavement Rigid under material base compact and Supplement2.

Weights and Rates ApplicationsSurfacing

= AggregateRdwy lb/ft3139.0 lb/ton2000

= Mix AsphaltHot lb/ft3145.2 lb/ton2000

= CoatTack gal/yd20.10 lb/gal8.34

HOURS OFTABULATION

NumberItem Description Unit Quantity Remarks

62201-0250 CAPACITY MINIMUM YARD CUBIC 10 TRUCK,DUMP HOUR 30

62201-0450 WIDTH 18-INCH BUCKET, CAPACITY RATED MINIMUM FOOT CUBIC 4 LOADER,BACKHOE HOUR 15

62201-2350 BROOMPOWER HOUR 12 Directed As - Tunnels in RoadwayClean

62201-2360 SWEEPERVACUUM HOUR 15 Directed As - Tunnels in RoadwayClean

62201-3600 MANLIFT HOUR 12 CO the by DirectedAs

62301-0000 LABORGENERAL HOUR 20

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b

M is c .d g n

CAPWR

TUNNEL PRESERVATION

8 4

Spring Line

Tunnel-Clock

Location Key

(Ahead Station)

B6 B8

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

REPAIR LINING CONCRETE OFTABULATION

NumberItem

Information)(For

DimensionRepair

55205-0000 56506-0000

Station upstation)(looking

Location CONCRETE

REPAIR

GROUTING

CORING/PRESSURE

Remarks

(ft)Length (ft)Width SQYD LNFT

1 No. Tunnel Rd. Flat OakBig

100+09 SpringlineRt. 2.00 0.50 0.11 upstation. looking o'clock 3 at Spall rebar. exposedNo

100+09 Rt. 2.00 2.00 0.44 upstation. looking o'clock 2 at Spall rebar. exposedNo

100+09 Rt. 4.00 0.50 0.22 upstation. looking o'clock 2 at Spall rebar. exposedNo

100+12 ArchLt. 1.50 1.00 0.17 upstation. looking o'clock 10 at Spall rebar. exposedNo

100+22 Arch/JointLt. 3.00 3.00 1.00 upstation. looking o'clock 10 at Spall rebar. exposed (LF)5

100+22 Arch/JointLt. 2.50 1.50 0.42 upstation. looking o'clock 11 at Spall rebar. exposedNo

100+21 Arch/JointLt. 3.00 1.00 0.33 upstation. looking o'clock 11 at Spall rebar. exposedNo

100+21 ArchLt. 1.00 2.00 0.22 upstation. looking o'clock 11 at Spall rebar. exposedNo

100+26 SpringlineRt. 1.50 1.00 0.17 upstation. looking o'clock 4 at Spall rebar. exposedNo

100+26 SpringlineRt. 1.50 0.50 0.08 upstation. looking o'clock 3 at Spall rebar. exposed (LF)1.5

100+32 ArchLt. 2.00 3.00 0.67 upstation. looking o'clock 10 at Spall rebar. exposed (LF)3

100+32 Crown 2.00 2.00 0.44 upstation. looking o'clock 2 at Spall rebar. exposed (LF)2

100+42 ArchRt. 3.00 1.50 0.50 upstation. looking o'clock 3 at Spall rebar. exposedNo

100+42 Crown 1.00 1.00 0.11 upstation. looking o'clock 12 at Spall rebar. exposedNo

100+42 ArchLt. 1.50 3.00 0.50 upstation. looking o'clock 10 at Spall rebar. exposedNo

100+52 Crown 1.00 0.50 0.06 priority) (low upstation. looking o'clock 12 at Spall rebar. exposedNo

100+52 ArchLt. 3.00 1.50 0.50 priority) (low upstation. looking o'clock 11 at Spall rebar. exposedNo

100+60 SpringlineRt. 0.50 1.50 0.08 upstation. looking o'clock 3 at Spall rebar. exposed (LF)1

100+72 ArchLt. 5.00 1.50 0.83 upstation. looking o'clock 10 at Spall rebar. exposed (LF)2

100+82 ArchLt. 1.00 1.00 0.11 upstation. looking o'clock 10 at Spall rebar. exposedNo

100+92 SpringlineRt. 4.00 2.00 0.89 upstation. looking o'clock 3 at Spall rebar. exposedNo

100+92 ArchRt. 1.50 4.00 0.67 upstation. looking o'clock 1 at Spall rebar. exposedNo

100+92 ArchLt. 8.00 1.50 1.33 upstation. looking o'clock 10 at Spall rebar. exposedNo

100+92 SpringlineLt. 3.00 1.00 0.33 upstation. looking o'clock 9 at Spall rebar. exposed (LF)1

101+02 SpringlineRt. 2.00 1.00 0.22 upstation. looking o'clock 3 at Spall rebar. exposed (LF)1

101+02 ArchLt. 5.00 2.00 1.11 upstation. looking o'clock 11 at Spall rebar. exposed (LF)1

101+02 ArchLt. 4.00 3.00 1.33 upstation. looking o'clock 10 at Spall rebar. exposedNo

101+02 SpringlineLt. 2.00 1.00 0.22 upstation. looking o'clock 9 at Spall rebar. exposed (LF)1

101+02 SpringlineLt. 3.00 1.00 0.33 upstation. looking o'clock 8 at Spall rebar. exposed (LF)1

101+12 ArchLt. 5.00 1.50 0.83 upstation. looking o'clock 10 at Spall rebar. exposedNo

101+12 ArchRt. 3.00 2.00 0.67 upstation. looking o'clock 2 at Spall rebar. exposedNo

101+22 ArchRt. 2.00 2.00 0.44 upstation. looking o'clock 1 at Spall rebar. exposedNo

101+22 ArchRt. 2.00 2.00 0.44 upstation. looking o'clock 2 at Spall rebar. exposedNo

101+33 ArchLt. 3.00 1.50 0.50 upstation. looking o'clock 11 at Spall rebar. exposed (LF)5

101+33 ArchLt. 2.00 1.00 0.22 upstation. looking o'clock 11 at Spall rebar. exposed (LF)3

101+43 Crown 2.00 1.00 0.22 upstation. looking o'clock 12 at Spall rebar. exposedNo

101+43 ArchLt. 1.50 1.50 0.25 upstation. looking o'clock 11 at Spall rebar. exposedNo

101+43 ArchLt. 1.00 1.00 0.11 upstation. looking o'clock 10 at Spall rebar. exposed (LF)1

101+53 SpringlineRt. 2.00 1.00 0.22 upstation. looking o'clock 4 at Spall rebar. exposedNo

101+53 SpringlineRt. 3.00 0.50 0.17 upstation. looking o'clock 3 at Spall rebar. exposedNo

101+93 ArchLt. 1.00 1.00 0.11 upstation. looking o'clock 11 at Spall rebar. exposedNo

102+13 Crown 1.00 1.00 0.11 upstation. looking o'clock 12 at Spall rebar. exposedNo

102+33 ArchRt. 0.50 3.00 0.17 upstation. looking o'clock 3 at Spall rebar. exposedNo

102+33 ArchRt. 0.50 3.00 0.17 upstation. looking o'clock 2 at Spall rebar. exposedNo

102+53 ArchLt. 0.50 3.00 0.17 upstation. looking o'clock 11 at Spall rebar. exposedNo

103+03 ArchRt. 0.50 4.00 0.22 upstation. looking o'clock 1 at Spall rebar. exposedNo

103+13 ArchRt. 2.00 3.00 0.67 upstation. looking o'clock 2 at Spall rebar. exposedNo

103+33 ArchRt. 3.00 2.00 0.67 upstation. looking o'clock 2 at Spall rebar. exposed (LF)1

103+53 SpringlineRt. 0.50 0.50 0.03 upstation. looking o'clock 3 at Spall rebar. exposedNo

100+93 Rt. 7 walk. safety above 7-ft to walk safety at starts repairLeak

S L A T O T B U S - 1 O. N L E N N U T F OB 19.78 7

55205-0000. item to subsidiary CO, the by directed as material concrete spalled existing remove concrete, repairing to Prior 1.Note:

565.03(b). and 552.11(g) Subsections with accordance in and beginning to prior table this supplement and Verify approximate. are dimensions and locations Repair 2.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b S tr u c t-

.d g n

CAPWR

TUNNEL PRESERVATION

8 4

Spring Line

Tunnel-Clock

Location Key

(Ahead Station)

B7 B8

AGENT COLORING OFTABULATION

NumberItem 55216-0000

Station toStation Side AGENT

COLOR

CONCRETE

Remarks

Repair Concrete - 1 No. TunnelBOF Lt./Rt. 79 Repair LiningTunnel

Repair Concrete - 2 No. TunnelBOF Lt./Rt. 16 Repair LiningTunnel

Repair Concrete - 3 No. TunnelBOF Lt./Rt. 5 Repair LiningTunnel

S L A T OT 100

panel.

test approved on based vary may quantity Actual concrete. of C.Y. per cementof sacks 6 and cement of sack per lbs 5 at estimated agent coloring for QuantityNote:

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

REPAIR LINING CONCRETE OFTABULATION

NumberItem

Information)(For

DimensionRepair

55205-0000 56506-0000

Station upstation)(looking

Location CONCRETE

REPAIR

GROUTING

CORING/PRESSURE

Remarks

(ft)Length (ft)Width SQYD LNFT

2 No. Tunnel Rd. Flat OakBig

200+63 ArchRt. 3.00 0.25 0.08 upstation. looking o'clock 1 at Spall rebar. exposedNo

201+23 ArchRt. 2.00 3.00 0.67 upstation. looking o'clock 1 at Spall rebar. exposedNo

201+33 ArchLt. 2.00 2.00 0.44 upstation. looking o'clock 10 at Spall rebar. exposedNo

201+33 ArchLt. 1.50 1.50 0.25 upstation. looking o'clock 11 at Spall rebar. exposedNo

201+83 ArchRt. 5.00 0.33 0.18 upstation. looking o'clock 11 at Spall rebar. exposedNo

201+83 Crown 2.00 2.00 0.44 upstation. looking o'clock 12 at Spall rebar. exposedNo

201+93 ArchLt. 0.50 6.00 0.33 upstation. looking o'clock 10 at Spall rebar. exposedNo

201+93 ArchLt. 0.25 4.00 0.11 upstation. looking o'clock 11 at Spall rebar. exposedNo

3 No. Tunnel Rd. Flat OakBig

303+13 Lt. 3.00 0.50 0.17 walk. safety above 8-ft to 5-ft from failure repair Earlier rebar. exposedNo

CO the by DirectedAs 18 90 locations. repair verifying to pursuant quantitiesSupplemental

S L A T O T B U S - 3 O. N & 2 O. N L E N N U T F OB 20.67 90

S L A T O T B U S - 1 O. N L E N N U T F OB 19.78 7

S L A T OT 40.45 97

55205-0000. item to subsidiary CO, the by directed as material concrete spalled existing remove concrete, repairing to Prior 1.Note:

565.03(b). and 552.11(g) Subsections with accordance in and beginning to prior table this supplement and Verify approximate. are dimensions and locations Repair 2.

CLEANING LINING CONCRETE OFTABULATION

NumberItem 55212-0000

Station toStation Side SURFACE

CONCRETE

CLEAN

Remarks

SQFT

1 No. Tunnel Rd. Flat OakBig

100+03 to 103+67.8 Lt/Rt 19,699 Lining TunnelPowerwash

2 No. Tunnel Rd. Flat OakBig

200+03 to 202+23.5 Lt/Rt 11,907 Lining TunnelPowerwash

3 No. Tunnel Rd. Flat OakBig

300+05 to 306+73 Lt/Rt 35,404 Lining TunnelPowerwash

312+90 to 314+90 Lt/Rt 10,600 Lining TunnelPowerwash

318+52 to 320+82 Lt/Rt 12,190 Lining TunnelPowerwash

S L A T OT 89,800

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b S tr u c t-

.d g n

CAPWR

TUNNEL PRESERVATION

B8 B8

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

STRIPING OFTABULATION

NumberItem 63401-0300 63401-0900 63403-0500

Station toStation Side SOLID

B,TYPE

MARKINGS,

PAVEMENT

SOLID E,TYPE

MARKINGS,PAVEMENT

E TYPEMARKINGS,

PAVEMENT

Black White Yellow Yellow White ChevronsWhite

LNFT LNFT SQFT

1 No. Tunnel Rd. Flat OakBig

100+00 to 103+84.6 Lt./Rt. 374 385 385 385 385

2 No. Tunnel Rd. Flat OakBig

200+00 to 202+40.5 Lt./Rt. 230 241 241 241 241

3 No. Tunnel Rd. Flat OakBig

299+83 to 321+01 Lt./Rt. 2,096 2,118 2,118 2,118 2,118 297

S L A T OT 2,700 10,976 297

MARKERS OFTABULATION

NumberItem 63308-5000 63406-0000

Location Side

PTYPE

CALTRANS

TYPE

MARKER,

OBJECT

G)TYPE

(CALTRANS

MARKER

PAVEMENT

RAISED

Remarks

EACH EACH

1 No. Tunnel Rd. Flat OakBig Lt./Rt. 4 36

2 No. Tunnel Rd. Flat OakBig Lt./Rt. 4 22

3 No. Tunnel Rd. Flat OakBig Lt./Rt. 4 208

S L A T OT 12 266

opening portal each at markers object 2 Install 1.Note:

o.c. 20' tunnels, in curbs on markers pavement raised mount Surface 2.

SUMMARY SIGNSCONSTRUCTION

Ref.MUTCD

Type, Message SizePanel

2 &1

No. TunnelsBOF 3 No. TunnelBOF

Area Quantity AreaTotal Quantity AreaTotal

SQFT EACH SQFT EACH SQFT

W20-1 Ahead WorkRoad 36 x 36 9.00 2 18.00 2 18.00

G20-2 Work RoadEnd 36 x 18 4.50 2 9.00 2 9.00

W20-1 ft. 1000 WorkRoad 36 x 36 9.00 2 18.00 2 18.00

W20-1 ft. 500 WorkRoad 36 x 36 9.00 2 18.00 2 18.00

W3-3 Control TrafficAdvanced 30 x 30 6.25 2 12.50 2 12.50

W3-4 Stop to PreparedBe 36 x 36 9.00 2 18.00 2 18.00

W20-7a AheadFlagger 36 x 36 9.00 4 36.00 2 18.00

W3-1 AheadStop 36 x 36 9.00 2 18.00 2 18.00

W16-2 Feetxxx 24 x 18 3.00 2 6.00 2 6.00

W20-4 Ahead Road LaneOne 36 x 36 9.00 2 18.00 2 18.00

W13-1 Plaque Speed Advisory MPH25 24 x 24 4.00 2 8.00 2 8.00

R4-1 Pass NotDo 24 x 30 5.00 2 10.00 2 10.00

R10-6 Red On HereStop 24 x 30 5.00 2 10.00 2 10.00

W8-1 Bump 36 x 36 9.00 4 36.00 2 18.00

G20-4 Me Follow CarPilot 36 x 18 4.50 1 4.50 1 4.50

Special Car Pilot ForWait 24 x 18 3.00 2 6.00 2 6.00

Special Clear WhenProceed 24 x 18 3.00 2 6.00 2 6.00

CO the by DirectedAs 38.00 32.00

S L A T O T B US 290.00 248.00

S L A T OT 538.00

plan. signing advance for plansSee subtotal. the to increase 15% a approximately is CO" by Directed"As

SUMMARY CONTROL TRAFFICESTIMATED

Item Description Unit QUANTITY

63502-0600 3 TYPE BARRICADE CONTROL, TRAFFICTEMPORARY EACH 4

63502-1050 MARKER TUBULAR CONTROL, TRAFFICTEMPORARY EACH 150

63502-1300 DRUM CONTROL, TRAFFICTEMPORARY EACH 150

63502-1400 PANEL VERTICAL CONTROL, TRAFFICTEMPORARY EACH 30

63502-1600 B TYPE LIGHT WARNING CONTROL, TRAFFICTEMPORARY EACH 18

63502-2000 SIGN MESSAGE CHANGEABLE PORTABLE CONTROL, TRAFFICTEMPORARY EACH 2

63502-3100 SYSTEM SIGNAL TRAFFIC CONTROL, TRAFFICTEMPORARY EACH 1

63503-0400 BARRIER CONCRETE CONTROL, TRAFFICTEMPORARY LNFT 150

63504-1000 SIGN CONSTRUCTION CONTROL, TRAFFICTEMPORARY SQFT 538.00

63505-1000 MARKINGS PAVEMENT CONTROL, TRAFFICTEMPORARY MILE 1.0

63506-0500 FLAGGER CONTROL, TRAFFICTEMPORARY HOUR 4,200

63506-0600 CAR PILOT CONTROL, TRAFFICTEMPORARY HOUR 2,100

63510-0100 SUPERVISOR SAFETY AND TRAFFIC CONTROL, TRAFFICTEMPORARY WEEK 16

Summary Signs Construction from quantities sign ConstructionNote:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts B S u m m T a b

C T

C S tr ip e .d g n

CAPWR

TUNNEL PRESERVATION

50'0

Scale in Feet

25'

50'0

Scale in Feet

25'

100+00

Face of East Portal

(typ.)

Install Object Markers

103+70.8

Face of West Portal

TUNNEL NO. 1

BIG OAK FLAT RD.

work required

See sheet D1 for

12.5'

NOTE:

Core BOF 1-1

100+19

364.8' Conc. Lining, Type C or D (18" thick)

200+00

Face of East Portal

202+26.5

Face of West Portal

(typ.)

Install Object Markers

TUNNEL NO. 2

BIG OAK FLAT RD.

12.5'

" V

C P

Core BOF 2-1

201+98

220.5' Conc. Lining, Type C or D (18" thick)

Special 634-A.

Remove and replace existing curb markers along both sides of the tunnel per

Crack clean and reseal existing concrete pavement joints per Special 502-A.

are not based on precise survey data. Adjust as necessary to fit field conditions.

The horizontal alignment and the location of the existing and proposed features

construction joints (CN) (typ.)

Existing longitudinal

" x 7" deep filler material (typ.)2 1with

Existing 25 L.F. transverse expansion joints (EJ)

C Big Oak Flat Rd.

C Tunnel

Clean culvert pipe

200+03 work required

See sheet D1 for

" x 2" deep sealant reservoir (typ.)4 1with

Existing 25 L.F. transverse contraction joints (CJ)

C Tunnel

C Big Oak Flat Rd.

construction joints (CN) (typ.)

Existing longitudinal

Sta. 100+00.00

YOSE PRES 1(14)

BEGIN PROJECT

Sta. 103+84.60

YOSE PRES 1(14)

SUSPEND PROJECT

Sta. 202+40.50

YOSE PRES 1(14)

SUSPEND PROJECT

Sta. 200+00.00

YOSE PRES 1(14)

RESUME PROJECT

PLAN SHEET

TUNNEL's NO. 1 & 2

BIG OAK FLAT RD.

C1 C2

R E

G N

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ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts C

M L P

P p ln

.d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

T S

S C

Spiral = C1B

PI 103+44.68

Ls = 45.00'

PI 104+28.65

R = 386.26'

Ts1 = 102.65'

Ts2 = 81.20'

L = 136.52'

Curve = C1

50'0

25'

50'0

Scale in Feet

25'

50'0

Scale in Feet

25'

C TunnelL

Type A (18" thick)

57' Conc. Lining, 617' Gunite Lining

617' Gunite Lining

Type A (18" thick) 200' Conc. Lining, 200' Conc. Lining, Type B (12" thick) 3 in wall for electrical cabinet Gunite lined niche

Type A (18" thick)

200' Conc. Lining, 611' Conc. Lining, Type B (12" thick) for work required See Sheet D2 for work required See Sheet D2

300+00

Face of East Portal

320+87

Face of West Portal to Apparatus Room 319+61, Doorway

Adit shaft 309+24, Lt.

" x 2" deep sealant reservoir (typ.)4 with

Existing 24 L.F. transverse contraction joints (CJ)

" x 7" deep filler material (typ.)2 with

Existing 24 L.F. transverse expansion joints (EJ)

C Big Oak Flat Rd.

12'

NOTE:

Core BOF 3-2

303+25 Core BOF 3-1

301+00 protection Install temporary inlet connect 6" Underdrain and 6" drain pipe Clean inlet structure 309+30 to 309+40 per Special 605-B

Core 3" Dia. holes 5' o.c. in Drainage Trench per Special 605-B

Core 3" Dia. holes 5' o.c. in Drainage Trench

BOF 3-3

Core

318+87(CN) (typ.)

construction joints

Existing longitudinal

362' Gunite Lining per Special 502-B

Construct Rigid Pvmt. Patch

Remove exist. conc. pvmt.

315+00 to 315+10

Install temporary inlet protection per Special 604-B

Install Inlet, Type 1 (Special)

Remove and replace 4 L.F. Conc. Curb

315+08, Rt.

Remove and replace existing curb markers along both sides of the tunnel per Special 634-A.

Crack clean and reseal existing concrete pavement joints per Special 502-A.

are not based on precise survey data. Adjust as necessary to fit field conditions.

The horizontal alignment and the location of the existing and proposed features

C Big Oak Flat Rd.

Type A (18" thick) 30' Conc. Lining, Sta. 299+83.00

YOSE PRES 1(14)

RESUME PROJECT

C2 C2

Sta. 321+01.00

YOSE PRES 1(14)

END PROJECT

PLAN SHEET

TUNNEL NO. 3

BIG OAK FLAT RD.

per Special 605-A

Place Sand behind existing curb

Underdrain w/ 2 Cleanouts

Install 345 L.F. of 6" perforated

309+40 to 312+85, Rt.

per Special 605-A

Place Sand behind existing curb

306+73 to 309+40, Rt.

drain per Special 605-A pipe w/ 27 L.F. 6" Under-

Install 27 L.F. of 6" outlet

315+05 per Special 605-A

Place Sand behind existing curb

Underdrain w/ 2 Cleanouts

Install 342 L.F. of 6" perforated

315+08 to 318+50, Rt.

E E

N E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts C

M L P

P p ln

.d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

20'010'

Scale in Feet

D1 D2

DETAILS

CONSTRUCTION

TUNNEL PORTAL

WEST PORTAL

TUNNEL NO. 2

BIG OAK FLAT RD.

WEST PORTAL

TUNNEL NO. 1

BIG OAK FLAT RD.

Drain (per Special 604-A)

Install 25 L.F. trench drain & grate)

Remove structure (trench

103+66.6 existing at EJ

Sawcut & match

103+65.6

Install Object Markers (typ.)

asphalt curb, 8-inch depth

(item 40401-0000) and 13 L.F.

Pave new shoulder, 4" depth and 13 L.F. exist. asphalt curb

Remove exist. asphalt shoulder

103+67.6 to 103+84.6, Rt.

curb asphalt

Exist.

approach (per Special 404-A)

Construct concrete and asphalt

Remove exist. asphalt mat

103+67.6 to 103+84.6 existing

Sawcut & match

103+84.6 approach (per Special 404-A)

Construct concrete and asphalt

Remove exist. asphalt mat

202+23.5 to 202+40.5 existing

Sawcut & match

202+40.5

.5 existing at EJ

Sawcut & match

202+21.5

Drain (per Special 604-A)

Install 25 L.F. trench drain & grate)

Remove structure (trench

202+22.5

(typ.)

Install Object Markers (item 40401-0000)

Pave new shoulder, 4" depth

Remove exist. asphalt shoulder

202+23.5 to 202+40.5, Rt.

R E

G N

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ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts D

M in o r P

P d e t0

.d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

202+00 203+00

103+00

T S

7 S C

104+00

Spiral = C1B

PI 103+44.68

Ls = 45.00'

Curve = C1

PI 104+28.65

R = 386.26'

Ts1 = 102.65'

Ts2 = 81.20'

L = 136.52'

Scale in Feet

20'010'

WEST PORTAL

TUNNEL NO. 3

BIG OAK FLAT RD.

EAST PORTAL

TUNNEL NO. 3

BIG OAK FLAT RD.

Exist. asphalt curb

D2 D2

Exist. asphalt curb

8-inch depth and 17 L.F. asphalt curb, approach (per Special 404-A)

Construct concrete and asphalt and 17 L.F. exist. asphalt curb

Remove exist. asphalt mat

299+83 to 300+00

(item 40401-0000)

Pave new shoulder, 4" depth

Remove exist. asphalt shoulder

299+83 to 300+00, Lt.

" C

M P existing

Sawcut & match

299+83

Protect exist. concrete curb existing

Sawcut & match

320+72 existing

Sawcut & match

321+01 guardwall

Protect existing

(typ.)

Install Object Markers

(typ.)

Install Object Markers approach (per Special 404-A)

Construct concrete and asphalt

Remove exist. asphalt mat

320+84 to 321+01

Install 24 L.F. trench drain (per Special 604-A)

Remove structure (trench drain & grate)

320+83

C P

Grade to drain

35 L.F. of Ditch Reconditioning

299+90, Lt. Install 18" x 40 L.F. pipe culvert

Remove 40 L.F. culvert pipe

299+75 to 300+00, Lt.

Install temporary inlet protection connect pipe outlet to new trench drain w/ 8" x 10 L.F. pipe culvert

Install Inlet, Type 1

320+92, 16.7' Rt.

7-inch depth (item 50201-0000)

Construct Rigid Pvmt. Patch, Remove exist. conc. pvmt.

320+72 to 320+82

(item 50201-0000)

Construct Rigid Pvmt. Patch, 7-inch depth

Remove exist. conc. pvmt.

300+00 to 300+10 and 10 L.F. exist. 8" culvert pipe

Remove existing inlet

320+90, 16' Rt.

inlet (item 40401-0000)

Pave (4" depth) new ditch to

8-inch depth

Construct 18 L.F. asphalt curb

Remove exist. asphalt ditch

320+87 to 321+05, Rt.

DETAILS

CONSTRUCTION

TUNNEL PORTAL

existing

Sawcut & match

300+10

(per Special 605-A)

Install 24 L.F. 6" perforated underdrain

Remove 24 L.F. 6" VCP

300+02.5

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

LIM SEMAJ

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts D

M in o r P

P d e t0

.d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

Spiral = C2B

PI 321+48.38

Ls = 75.00'

T S

321+00

S C

300+00

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERTDROP INLET PROTECTION (TYPE A)

SEDIMENT LOG

Back of curb

Face of curb

1-bag high

Spillway

PLAN VIEW - INLET AT SAG

high

1-bag

Spillway

SECTION A-A

Sediment log in full contact with the ground

Drop inlet grate

PLAN VIEW - INLET ON GRADE

Flow

Face of curb

Back of curb

Flow

1-bag high

Spillway basin

Catch

SECTION B-B

onto curb bags overlap

Gravel filled

A Drop inlet grate

PLAN

Drop inlet

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

Flow

(stacked tightly)

Gravel filled bags

Spillway (beyond)

Drop inlet

Flow Flow

Drop inlet grate

See Note 3

2-bags high

Gravel filled bags

See Note 3

2-bags high

Gravel filled bags

See Note 6

Accumulated sediment

Sediment log

Drop inlet grate

Expansion restraint

Prefabricated filter insert

Dump straps (2 each)

Lifting loops (2 each)

Drop inlet

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts E C .d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

U.S. CUSTOMARY DETAIL

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 1 of 2

DETAILDETAIL APPROVED FOR USE 01/2011

C157-51

NOTE:

9" ø min. sediment log insert.

the drop inlet. Include a high-flow bypass in the

The prefabricated filter insert (type C) is sized to fit diameter.

silt-free coarse aggregate between 2" and 3" in geotextile fabric to the top of the fabric with clean, minimum of 18" upstream of the bags. Cover of bags on top of it. Extend the geotextile fabric a elevation. Anchor the fabric by placing the next layer fabric over the top of the bags to the spillway type IV-E along the upstream face of the bags. Place geotextile fabric conforming to Subsection 714.01(a) bags. Where tight fit is unachievable, install ensure no sediment flows between or underneath the

Pack gravel filled bags tightly together end to end to of curb minus 1".

Maximum top of gravel bag spillway elevation = Top material.

x 18". See SCRs Subsection 713.14A for gravel bag

Approximate finished dimension of gravel bags is 12" undisturbed soil.

than 24" on center. Drive stakes 12" (min.) into

Install sediment logs with stakes spaced no more as approved by the CO.

Select the inlet protection device to fit field conditions

1" x 1" or 1" ø wood stake. See Note 2.

E1 E2

FOR SELECTION ONLY

R E

G N

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ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP. 09/30/15

SECTION C-C

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

SECTION E-E

Curb and gutter

Filtered water

Accumulated sediment

Curb inlet See Note 2 Inlet protection device

PLAN

See Note 1

Wire mesh

Drop inlet with grate

Filtered water

Sediment laden runoff

Accumulated sediment

Curb inlet

Sediment laden runoff

Accumulated sediment

Overflow

Curb inlet

SECTION D-D

CURB INLET PROTECTION (TYPE D2)

BLOCK AND GRAVEL

See Note 1

Gravel filter

See Note 1

Wire mesh

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

Wire mesh

See Note 2 Inlet protection device

See Note 1

Gravel filter

Wire mesh

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

S tr e m

P J E

Y O

S E T u n n e l P r e s

C A

D D R o a d w a y S h e e ts E C .d g n

CAPWR

TUNNEL PRESERVATION

FTNP YOSE PRES 1(14)

NPS PMIS NO.: 181065 DRAWING NO. 125550

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PROTECTION

TEMPORARY INLET

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

NO SCALE

Sheet 2 of 2

DETAILDETAIL APPROVED FOR USE 01/2011

C157-51

NOTE:

Dimensions may vary to fit field conditions.

to manufacturer's recommendations.

prefabricated filter material. Install device according continuous filter tubing filled with gravel or other

Inlet protection device (Type E) may consist of

Use wire mesh with 1/2" x 1/2" openings.

coarse aggregate between 2" and 3" in diameter.

For Type D1 and D2 gravel filter, use clean, silt-free

8" x 8" x 16" (nominal)

Concrete masonry unit

8" x 8" x 16" (nominal) Concrete masonry unit

16"

18"

12" min.

2" x 2" (nominal) wood frame used to retain concrete blocks

2" x 4" (nominal) wood stud

E2 E2

FOR SELECTION ONLY

R E

G N

E L

ANOISSEFORP D

R E

G E

OFILAC FO

C 68832

LIVIC

EXP.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.