Fossil House Plan Set.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2020.09.11 07:35:50 -06'00'

A2

STATE PROJECT

A

M Q P r o je c ts .0

F o s s il H o u s e R o a d D e s ig n C

F L

H D N

V F

L A

P

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 F

O H

O N

V .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r p p e c c h ia

NUMBER

SHEET

NV

FOSSIL HOUSE ROAD

NV FLAP 300(1)

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

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

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

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

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

Ø

Fiber Roll

Fiber Roll (Slope Protection)

Fiber Roll (Ditch and/or Cut Slope)

Riprap

Rolled Erosion Control Product

Check Dam

Bonded Fiber Matrix Mulching

A3

A

M Q P r o je c ts .0

F o s s il H o u s e R o a d D e s ig n C

F L

H D N

V F

L A

P

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 F

O H

O N

V .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r p p e c c h ia

NUMBER

SHEET

NV

FOSSIL HOUSE ROAD

NV FLAP 300(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

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

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

Minor Concrete Pavement

Surface Course

Roadway Aggregate, Method 2, Revet Mattress

A4

SITE MAP

1000'500'0

Scale in Feet to Gabbs

17.1 miles

A5

Potential staging area

Berlin Ghost Town

Potential staging area

Potential staging area

Ranger house

Fossil House Road

Union Canyon Road

Potential staging area

End Fossil House Road

Fossil House Road 21+50

Union Canyon Road 97+25 =

Begin Fossil House Road

Fossil House Road 10+73

Station 52+61 to Station 54+59

Site 1 - Low water crossing 1

Station 59+76 to Station 61+51

Site 2 - Low water crossing 2

Station 64+16 to Station 67+09

Site 3 - Low water crossing 3

Station 84+41 to Station 86+61

Site 4 - Low water crossing 4

Station 87+49 to Station 90+74

Site 5 - Low water crossing 5

Berlin Ichthyosaur State Park

B e r li n I c h th y o s a u r S ta te P a r k

N a ti o n a l F o r e s t

H u m b o ld t-

T o iy a b e boundary is trimmed to within approximately 1000' of the project site.

2. Park boundary shown is from GIS linework provided by Nevada State Parks. The

1. Stationing control is only provided along Union Canyon Road where there is work.

Notes:

National Forest

Humboldt-Toiyabe area and parking

Fossil House

House rear of Fossil access to

Construction

STATE PROJECT

A

M Q P r o je c ts .0

F o s s il H o u s e R o a d D e s ig n C

F L

H D N

V F

L A

P

R o a d w a y C

A D

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

S T

E F

O H

O N

V .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r p p e c c h ia

NUMBER

SHEET

NV

FOSSIL HOUSE ROAD

NV FLAP 300(1)

0 7

0 8

+00

Roadway only

Sheet and Description

B3 B4 B5 B6 B7 B8 B9 B10 B11

Grading

Summary

Drainage

Summary

Erosion

Control

Summary

Surfacing

Summary

Survey and

Staking

Summary

Wall

Summary

Tabulation of

Quantities

Permanent

Sign

Summary

Temporary

Traffic

Control

Summary

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM All ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE LOW WATER

CROSSING EACH 5 5

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE CULVERT EACH 2 2

A0100 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1

A0120 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS MILE 0.136 0.136

A0140 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.075 0.075

A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0180 15401-0000 CONTRACTOR TESTING LPSM ALL

A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,098 52 1,150

A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (PERMANENT) EACH 13 1 14

A0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 14 2 16

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20101-0000 CLEARING AND GRUBBING ACRE 3.196 0.104 3.300

A0320 20301-0700 REMOVAL OF DELINEATOR EACH 1 1

A0340 20301-1100 REMOVAL OF GATE EACH 1 1

A0360 20301-2300 REMOVAL OF SIGN/MARKER EACH 7 7

A0380 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS EACH 1 1

A0400 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 246 14 260

A0420 20402-0000 SUBEXCAVATION CUYD 200 200 As directed by CO

A0440 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,080 70 1,150

A0460 20702-0500 GEOTEXTILE FILTER, CLASS 1, TYPE E SQYD 114 3,336 350 3,800

A0480 20801-0000 STRUCTURE EXCAVATION CUYD 329 11 340

A0500 20803-0000 STRUCTURAL BACKFILL CUYD 1,141 34 1,175

A0520 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 68 7 75

A0540 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 311 19 330

A0560 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 824 41 865

A0580 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 1,623 152 1,775

A0600 30302-1000 DITCH RECONDITIONING LNFT 138 12 150

A0620 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 1,255 70 1,325

A0640 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 1,096 1,096

A0660 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 1,708 1,708

A0680 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 28.15 28.15

A0700 56301-2000 PAINTING, STEEL STRUCTURE LPSM All ALL

A0720 56501-0310 DRILLED SHAFT, 30-INCH DIAMETER, H-PILE CORE LNFT 996 996

A0740 60201-0200 6-INCH PIPE CULVERT LNFT 30 5 35

A0760 60201-1200 48-INCH PIPE CULVERT LNFT 46 4 50

A0780 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2

MileStone: 100%

Date Completed: 09/14/20

Report Date: 09/14/20

A

M

E

N

D

Line Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES

-S e p -2

:2

A

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities

Q

P ro je c ts

\1 -0

.0

F o s s il H o u s e R o a d

D e s ig n

C F L H

D \N

V F

L A P

(1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \S p re a d s h e e ts s u m m a ry

.x ls m ]S h e e t

STATE PROJECT

B1

NV FLAP 300(1)

FOSSIL HOUSE ROAD

NV

SHEET

NUMBER

Sheet and Description

B3 B4 B5 B6 B7 B8 B9 B10 B11

Grading

Summary

Drainage

Summary

Erosion

Control

Summary

Surfacing

Summary

Survey and

Staking

Summary

Wall

Summary

Tabulation of

Quantities

Permanent

Sign

Summary

Temporary

Traffic

Control

Summary

Allowance Bid

Schedule

A0800 60212-0200 ELBOW, 6-INCH EACH 2 2

A0820 61102-2200 3-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) LNFT 800 800

A0840 61108-4000 ADJUST VALVE BOX EACH 6 6

A0860 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 487.5 25.0 512.5

A0880 61702-0000 TERMINAL SECTION EACH 1 1

A0900 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1

A0920 61801-0000 CONCRETE BARRIER LNFT 1,357 68 1,425

A0940 61902-1900 GATE, METAL, 26 FEET WIDTH EACH 1 1

A0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0980 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 20 20

A1000 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20 20

A1020 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 20 20

A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A1060 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A1080 62301-0000 GENERAL LABOR HOUR 20 20

A1100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20 20

A1120 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20

A1140 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.798 0.102 1.900

A1160 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.798 0.102 1.900

A1180 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 385 15 400

A1200 63301-0000 SIGN SYSTEM EACH 8 8

A1220 63303-0500 SIGN, PLYWOOD PANEL, TYPE 3 SHEETING EACH 1 1

A1240 63309-0000 DELINEATOR EACH 1 1

A1260 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A1280 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 3 3

A1300 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 2 2

A1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 48 48

-S e p -2

:2

A

M

MileStone: 100%

Date Completed: 09/14/20

Report Date: 09/14/20

Q

P ro je c ts

\1 -0

.0

F o s s il H o u s e R o a d

D e s ig n

C F L H

D \N

V F

L A P

(1

R o a d w a y \C

A D

D S h e e ts

\B -S u m m \S p re a d s h e e ts s u m m a ry

.x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES

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

B2

NV FLAP 300(1)

FOSSIL HOUSE ROAD

NV

SHEET

NUMBER

6/30/21

Cantilever Soldier Pile Wall

A

M Z P r o je c ts G r o v e r M u ll e r C

F L F o s s il H o u s e R d .3 E m b a n k m e n t

B e n c h in g E m b a n k m e n t

B e n c h in g a n d S u b e x c a v a ti o n D e ta il .d g n

U s e r j c r a v e n s

NUMBER

SHEET

NV

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FOSSIL HOUSE ROAD

NV FLAP 300(1)

204-A

F1

No Scale

Finished grade

Existing ground

Finished grade

Existing ground

P ro p o sed em b an km en t slo p e (varies)

THAN EXISTING

DETAIL B: EMBANKMENT STEEPER

5' min.

5' min.

m in .8' min.

m in .8' min.

Proposed em bankm ent slope (varies)

Finished grade

Existing ground

EMBANKMENT WIDENING/RECONSTRUCTION

Proposed em bankm ent slope (varies)

5' min.

8' min.

m in

NOTE:

F1

EXISTING SLOPE

DETAIL A: EMBANKMENT ON

AND SUBEXCAVATION

EMBANKMENT BENCHING

TYPICAL SECTION

SUBEXCAVATION

Geotextile structural section

See typical sections for

Finished grade

Embankment Benching:

Subexcavation:

based on field conditions.

slopes to be determined by the CO details, and conforming to existing

Final station limits, transitions between 7.

except where noted on these details.

Keying and benching not required 6.

1V:4H.

behind existing slopes steeper than proposed embankment catches on or existing slopes and where grade of

Use Detail A or B to conform to 5.

and eroded soil when directed by CO.

remove existing side-cast fill, loose

Excavate beyond 5' horizontally to 4.

before placing fill.

existing slopes to flatter than 1V:1H embankment fill in layers. Excavate least 5' horizontally as you place new

Cut existing slope or embankment at 3.

width.

toe of embankment and 8' minimum

Excavate toe key to 2' below proposed 2.

slope at 1V:4H or flatter.

Benching is not required for ground 1.

approved by the CO.

construct slopes steeper than 1:2 unless match the subgrade hinge point. Do not fill slope or make slope adjustments to

At daylight locations, match the existing 12.

than 2%.

existing roadway cross slope when steeper the daylight for drainage, or match the

Slope the excavation bottom 2% toward within 4 ft of the subgrade hinge point.

Daylight to drain when the excavation is 11.

structural section.

Do not place backfill material within the 10.

6 ft wide x 6 ft long.

Minimum subexcavation dimensions are 9.

specified.

to Subsection 204.07 unless otherwise

Replace unsuitable material according 8.

Section 204 material according to recompact with

Subexcavate and by CO Width as directed b y C

O a s d ir e c te d m in o r

6-30-21

Cantilever Soldier Pile Wall Design

C PilesL

Excavation

Structure Backfill

Structure

30" � Drilled Hole Steel 14x117 Soldier Pile in

Bottom of Timber Lagging

Finish Grade

Wall

Front Face of

Finish Grade at

Approximate Original Grade

STATE PROJECT

A

M Z P r o je c ts G r o v e r M u ll e r C

F L F o s s il H o u s e R d .2 R e ta in in g W a ll D e s ig n c o s ts Y e h C

A D p la n s F o s s il H o u s e S o ld ie r P il e W a ll T y p ic a l S e c ti o n .d g n

U s e r j c r a v e n s

NUMBER

SHEET

NV

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FOSSIL HOUSE ROAD

NV FLAP 300(1)

NOTE:

Number of lagging members can be varied within limits of lean concrete backfill.

TYPICAL SECTION

Top of Wall

1" = 10'

Timber Lagging

Treated 6" x 12"

Bottom of Pile

S5

TYPICAL SECTION

SOLDIER PILE WALL

AA AA

B B BB

555-D

Lagging and Width of

Full Height

Material, Geosynthetic

Non-woven

Class 1 -Type E

Layout line of wall is at back face of lagging, approximately 7-foot offset from ETW.

and Structure Backfill

Structure Excavation

3.

2.

1.

o.c., and equidistant between piles.

Weep holes to be located 4" above finish grade at front of wall, at 6' spacing

Construct 2" � weep holes in lagging, one weep hole per lagging member.

(ETW)

Traveled Way

Edge of

Wall Layout Line (LOL) 2

Original Grade

Approximate

Grade

Finish

Varies Wall Height (H) =

2.5'

3"

3" min. Clear

= Varies Backfill Lean Concrete

= Varies Length of Pile (L)

= Varies (Soldier Pile Wall) Concrete Backfill

4'

2' min.

3'

7'

6/30/216/30/21

Drilled Hole

C Drilled Hole

Steel Soldier Pile

Drilled Hole

C Drilled Hole

System 2 on all Pile Surfaces

Primer and Intermediate Paint

STATE PROJECT

P

M Z P r o je c ts G r o v e r M u ll e r C

F L F o s s il H o u s e R d .3 Y e h P la n s F o s s il H o u s e S o ld ie r P il e W a ll D e ta il s .d g n

U s e r j c r a v e n s

NUMBER

SHEET

NV

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FOSSIL HOUSE ROAD

NV FLAP 300(1)

NOTE:

No Scale

S6

DETAILS

SOLDIER PILE WALL

SECTION A-A

C PileL

Timber Lagging, typ.

Concrete Removal

Area of Lean

L

C PileL

L

(Soldier Pile Wall)

Concrete Backfill

Cl ea r, t yp

3" m in

240 psf equivalent to 2 feet soil weight.LIVE LOAD:

k = 0.20 SEISMIC PARAMETERS:

h a

ASTM A572, ASTM 572M Grade 36 Min.STEEL SOLDIER PILES:

Timber to be full sawn.

Treated Douglas Fir, Grade No. 1 or better. STRUCTURAL TIMBER:

p

Passive Pressure Coefficient, K = 3.2

Active Pressure coefficent, K = 0.28 (Retained and Foundation)

= 34° (Foundation)

Friction Angle = 34° (Retained)

= 123 lb/ft (Foundation)

Soil Unit Weight = 120 lb/ft (Retained)

(For determination of Design Lateral Earth Pressures)SOIL PARAMETERS:

555-E

AASHTO LRFD Bridge Design Specifications, 8th Edition DESIGN:

f'c = 4,500 psi (Class A)CONCRETE:

Pile Surfaces (Exterior Face) on the Three Exposed Steel

Finish Coat (Paint System 2)

No Scale

STEEL SOLDIER PILE

LIMITS OF CLEAN & PAINT

No Scale

SECTION B-B

Cl ea r, t yp

3" m in

P

M Z P r o je c ts G r o v e r M u ll e r C

F L F o s s il H o u s e R d .2 R e ta in in g W a ll D e s ig n Y e h C

A D p la n s F o s s il H o u s e S o ld ie r P il e W a ll L a g g in g D e ta il s .d g n

U s e r j c r a v e n s

NUMBER

SHEET

NV

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FOSSIL HOUSE ROAD

NV FLAP 300(1)

S7

LAGGING DETAILS (ALTERNATIVE 1)

PART ELEVATION

No Scale

C Soldier PileL

Parallel to Top of Wall

Cut Edge of Lagging

Minimum Dimension

Must be Cut to Satisfy

Top Two Lagging Members

Members

Top Two Lagging

No Gap Between

C Soldier PileL

Nails, Typ.

Secure with Two Gavlanized

Between Lagging Members.

Polyethylene Shim, Total Two, " x 18" High Density2

LC Pile

LC Pile

Treated Timber Lagging Two Galvanized Spikes, typ.

No Scale

PART PLAN

3"

3"

Lagging Thickness

Same Width as

Common Nail (Galvanized)

",4 1" * x 38

Polyethylene

High Density

No Scale

SHIM DETAIL

3.

2.

1.

NOTE:

No clipping of timber lagging corners allowed.

and 40d Galvanized wire spikes for 6 x 12 lagging.

Use 16d Galvanized wire spikes for 4 x 12 lagging, Spikes shall not be bent.

LAGGING DETAILS

SOLDIER PILE WALL

555-F

3" typ.

3" min. typ.