GLCA409(2)Planset2018-08-30.pdf

PDF 9 MB Posted Oct 30, 2018

Attached to: AZ FTNP GLCA 409(2) Lees Ferry Ranch House Access Road
Solicitation number: 6982AF18B000028
Issued by: Department of Transportation Federal Highway Administration

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Plans for Solicitation No, 6982AF18B000028

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Other files

File	Type	Posted
Bid_Opening_Summary_Lees_Ferry.pdf	PDF	Nov 29, 2018
QnA_11.14.2018.pdf	PDF	Nov 26, 2018
Design_Tech_Memo_409(2).pdf	PDF	Nov 26, 2018
Geotechnical_Recommendations_-_Final.pdf	PDF	Oct 30, 2018
6982AF18B000028.pdf	PDF	Oct 30, 2018

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Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

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 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.

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

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

NO.

SHEET

M N A

Z g lc a 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

G L

C A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3 surfacing course

Roadway aggregate, method 2

Grouted riprap

Existing gabion wall

Horizontal Control LineHCL

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

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

STATE PROJECT

NO.

SHEET

M N A

Z g lc a 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

G L

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 2/7/11 klw

LISTING

CONTROL POINT

NOTE:

Ranch House Road stationing.

Project 5(2) and 99(1) and does not correspond with

Stationing and offset information is from Lees Ferry Road

Point locations are shown on Sheet A5 Site Map.

Survey control points provided for information only.

No geopak data available for control point listing

STATE PROJECT

NO.

SHEET

M N A

Z g lc a 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

G L

C A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

STATE PROJECT

NO.

SHEET

M N A

Z g lc a 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

G L

C A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

400'200'0

Scale in Feet

ACCESS ROAD

LEES FERRY RANCH HOUSE

SITE MAP

C O

L O

R A

D O R

E R

P A

E R

M arble C anyon

To N avajo B ridge, Curve = LFRH-1

PI 201+49.13

R = 700.00'

T = 60.99'

L = 121.68'

Curve = LFRH-2

PI 204+46.62

R = 750.00'

T = 89.59'

L = 178.33'

Curve = LFRH-3

PI 211+25.77

R = 600.00'

T = 347.03'

L = 629.25'

LFRH-1

Curve =

LFRH-2

Curve =

LFRH-3

Curve =

+00

POT 2

+40 .99

4+ .99

207+

78.74

P C

PT 205+

35.37

P T

T .0

Le es F er ry R oa d

Layout line Top of wall

212+60

208+60 HCL Ranch House Road, Route 409

Lees Ferry Ranch House Access Road

Begin Project AZ FTNP GLCA 409(2)

Lees Ferry Ranch House Access Road

End Project AZ FTNP GLCA 409(2)

NOTE:

Aerial image provided by NPS dated February, 2016.1.

p a rk in g a c c e s s

T o f is h in g and boat ramp To Colorado River access

Lone ly De ll Or char d

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

(ft)

NO SCALE

TOTALS (ft)

NOTE:

Existing Slope

Variable

208+60 to 212+60

WALL

400'

0.076

1:4 Max. Slope

Existing Slope

Variable

1:4 Max. Slope

Paria River

10'

See Special 255 for MSE wall details

9' wide by 6' high gabion wall foundation

Do not disturb existing bottom of river

Paria River

TYPICAL SECTIONS

Lees Ferry Ranch House Road, Route 409

Description

3% 3%

210+65 to 212+60

TYPICAL SECTION

V a r ie s

M in

210+65 to 212+05

MSE WALL

210+65 to 211+92

GROUTED RIPRAP

208+60 to 210+65

TYPICAL SECTION 209+21 to 210+65

MSE WALL

Varies

10'

10' Varies

See Special 257-A

Install MSE wall

See Special 257-A

Install MSE wall

See Special 203-A grouted riprap.

6' wide by 9' high. Use rock for

Remove upper 3 rows of gabions

See Special 203-A

Remove gabion baskets.

208+60 to 212+60 including parking area.

Place roadway aggregate, method 2, surfacing course from

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

Existing superelevated and widened sections are not shown.

Install 4-inch waterline

7 ft Clearzone7 ft Clearzone

4-inch depth method 2, surface course

Roadway aggregate, 4-inch depth method 2, surface course

Roadway aggregate, See Sheet 251-A

Grouted riprap

1:4

STATE PROJECT

NO.

SHEET

M N A

Z g lc a 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

G L

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

Sheet and Description

B2-B3

Miscellaneous Summaries Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 20101-0000 CLEARING AND GRUBBING ACRE 0.8 0.8

A0140 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM All ALL

A0160 20811-0000 SHORING AND BRACING SQFT 3,500 3,500

A0180 20820-0000 DEWATERING LPSM ALL

A0200 25110-0000 GROUTED RIPRAP, METHOD A CUYD 380 380

A0220 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 48 48 As directed by CO

A0240 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 6,800 500 7,300

A0260 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED Design of retaining wall

EARTH WALL DESIGN LPSM All ALL

A0280 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 277 23 300

A0300 61102-2545 4-INCH WATERLINE (HDPE) LNFT 400 400

A0320 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 60 60

A0340 62201-0350 BACKHOE HOUR 100 100

A0360 62301-0000 GENERAL LABOR HOUR 80 80

A0380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

A0400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40 40

A0420 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.5 0.5

A0440 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B SQYD 880 40 920

A0460 63316-2000 REMOVE AND RESET DELINEATOR EACH 4 4

A0480 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

A0500 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 17 17

A0520 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 160 160

NPS PMIS No.: 251927 DRAWING No.: -

MileStone: 100% design Date Completed: 08/30/18 Report Date: 08/30/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

\g lc a4

R oa dw ay

D _S he et s\ B -S um m

B 1_

S O

Q S

B A C S _s um m ar y.

xl sm

]S he et

STATE PROJECT

B1AZ FTNP GLCA 409(2)AZ

SHEET

NUMBER

MISCELLANEOUS SUMMARIES

Sheet 1 of 2

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

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

U M

L C

A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

MISCELLANEOUS SUMMARIES

Sheet 2 of 2

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

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

U M

L C

A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

W A

L L

G L

C A .d g n

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

Scale in Feet

0 30' 60'

1+00 4+003+002+001+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 existing gabion wall Front face of

Route 409 HCL Ranch House Road, NOTE:

Existing ground contours and elevations are approximate.

elements and select borrow

Limits of reinforcement

Ranch House Road, Route 409 Centerline Profile

0 3

5.0 RT

208+61

5.0 RT

212+57

Paria River

Paria River surface course, 4-inch depth Roadway aggregate, method 2 mechanically stabilized earth wall design.

Survey existing ground before developing contractor furnished

0+79

209+21, 11.2 RT

0+79 =

LEES FERRY RANCH HOUSE ROAD

at centerline Ranch House Road, Route 409 Existing Ground

Ranch House Road Profile

Wall Layout Line Profile

209+00 209+50 210+00 210+50 211+50 212+00 212+50

Cap and mark location at ends.

Install 4" Waterline (HDPE), (4 each)

Remove and reset delineator typ.

MSE top of wall layout line

10.0 RT

211+52.31

28.8 RT

211+88.29

42.6 RT

211+97.72

24.8 RT

212+64.80

58.4 RT

212+36.68

10.0 RT

208+60.00

10.0 LT

208+60.00

38.5' Radius

49' Radius

590' Radius

610' Radius

Curve LRFH-3

Curve = LFRH-3

PI 211+25.77

R = 600.00'

T = 347.03'

L = 629.25'

V P I

E L

+0.844% +1.964%

E L

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts E E

C P

W A

L L

G L

C A .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

Scale in Feet

0 30' 60'

Route 409 HCL Ranch House Road,

10.0 RT

208+99

31.6 RT

209+00

31.2 RT

209+23

37.9 RT

209+79

37.0 RT

210+59

10.0 RT

211+52

52.7 RT

212+07

68.3 RT

211+88

EROSION CONTROL PLAN

See Detail C629-50 Rolled erosion control product, Type 2.B

NOTE:

Construct and maintain a stabilized construction exit.

Seed distrubed areas. Do not seed in Paria River channel.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts F R

E M

A L L

G L

C A F .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

Scale in Feet

0 30' 60' existing gabion wall Front face of

Route 409 HCL Ranch House Road, REMOVAL PLAN

203-A

Do not disturb bottom 2 rows Remove top 3 rows of gabion baskets 209+20 to 210+65

Paria River bottom of river

Paria River

Remove gabion baskets 211+12 to 211+42

Paria River

Remove gabion basketsScoured wall section

210+65 to 211+12

Remove gabion baskets Scoured wall section 210+65 to 211+12

9' wide by 6' high

Remove gabion baskets

210+65 to 211+12

209+20 to 210+65

In locations with existing gabion wall

REMOVAL SECTION

210+65 to 211+12

In locations with existing gabion wall

REMOVAL SECTION

211+12 to 211+42

In locations with existing gabion wall

REMOVAL SECTION

NO SCALE NO SCALE NO SCALE

6' wide by 9' high.

Remove top 3 rows of gabions

Paria River

46.7 RT

210+65

9' wide by 6' high bottom 2 rows of gabions

Do not disturb existing

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G G

N P

W A

L L

G L

C A .d g n

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

Scale in Feet

0 30' 60' at Face of Wall Existing Ground existing gabion wall Front face of

Route 409 HCL Ranch House Road, NOTE:

elements and select borrow

Limits of reinforcement

Ranch House Road, Route 409 Centerline Profile

0 3

Embedment Depth = 6 ft minimum Bottom of wall

Embedment Depth = 6 ft minimum

See sheet F1 Removal Plan.

gabion wall removed.

after upper section of Top of gabion wall for wall according to Section 257.

and estimating only. Provide design Wall bottom steps for presentation

5.0 RT

208+61

Paria River

MSE Top of wall layout line surface course, 4-inch depth Roadway aggregate, method 2

See Special 251-A gabion baskets. Place grout as directed by the CO.

Place grouted riprap. Use salvaged rock from existing

0+79

209+21, 11.2 RT

0+79 =

G1 elevations are approximate.

Existing ground contours and

LEES FERRY RANCH HOUSE ROAD

WALL LAYOUT

1+00 4+003+002+001+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50

209+00 209+50 210+00 210+50 211+50 212+00 212+50Ranch House Road Profile

Wall Layout Line Profile

W01

W02

W03

W04

W05

W06

Top of Wall Layout Line

Proposed ground line at face of wall.

209+22.88, 31.16 RT

0+99.06 =

Layout Line

Top of Wall

209+79.30, 37.94 RT

1+59.09 =

Layout Line

Top of Wall

210+58.95, 36.98 RT

2+43.66 =

Layout Line

Top of Wall

211+85.30, 38.53 RT

3+77.73 =

Layout Line

Top of Wall

212+04.58, 25.18 RT

4+02.02 =

Layout Line

Top of Wall

Fence, wood posts

Cap and mark location at ends.

Install 4" waterline (HDPE), 3.

facing according to Section 563.

Stain MSE wall facing and welded wire mechanically stabilized earth wall design.

developing contractor furnished

Survey existing ground before

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

80'40'0

Scale in Feet

1:2 bottom of river Paria River

1:10

SECTION A-A

GROUTED RIPRAP

251-A

Class 1, Type E non-woven Install geotextile

Varies

55.5 RT

210+65

54.8 RT

211+52

87.7 RT

211+76

89.0 RT

211+86

41.0 RT

211+92

d e p th

2' Min.

river bank to tie to existing transition height height varies, Backfill material, Place grout as directed by CO.

NOTE:

using salvaged gabion basket rock.

Install grouted riprap 210+65 to 211+92

Stain grouted riprap according to Section 563.

Key top layer of rock into grouted riprap before grout sets.

as directed by CO.

Increase depth of riprap with any excess salvaged rock

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G S

P L A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

GABION SPUR

253-A

Top of Bank

River bottom elevation

1V:2H

V :1

H excavated material

Backfill with

Excavation limits

Gabion Basket

SECTION B-B

27'

Finished ground

Gabion basket

Tier 1

Gabion basket

Tier 2

Gabion basket

Tier 3

Tier 4

B B B B BB B B

Tier 1

Tier 2

Tier 3

Tier 4

PLAN VIEW

Class 1, Type E non-woven Geotextile

Location as directed by CO.

Spur layout point, NOTE:

Stain gabion spurs according to Section 563.

Location as directed by CO.

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G S

P L A s p u r .d

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

253-B

GABION BASKET

0.150" DIAMETER

(CUYD)

1.0

1.5

3.0

1.33

1.00

0.67

2.00

1.50

1.00

6.00

5.00

4.00

3.00

2.00

, 1 5', o r 1

6', 9', 12'

Le ng th

6', or 8'

3' (ty p.

)3'

3' ( typ

H e ig h t

3' 3'

H e ig h t

3' 3'

12"

1" overlap

0.118" wire diameter

1.0"

1.4"

0.45"

Size in feet

(min.)

H e ig h t

3' 3'

12"

0.087" diameter lacing wire

0.150" diameter

0.120" diameter mesh wires

Tie mesh with 0.150" diameter selvage

4"± nominal spacing hitch loops at 3" spacing

Tie mesh with 0.150" diameter

0.150" diameter

NO SCALE

TYPICAL INSTALLATION GABION BASKETS

SPIRAL BINDER

ALTERNATE TYING FASTENERS

GABION BASKET

TYPICAL ASSEMBLED

WALL GRADE TRANSITION AREAS

ASSEMBLED GABION BASKET IN

TYPICAL CULVERT INSTALLATION

ALL GABION CELLS

ALL END GABION CELLS ALL INTERIOR GABION CELLS

HALF HITCH LACING DETAIL

OVERLAPPING RING WIRE FASTENER

THROUGH GABION WALL

TYPICAL STIFFENERS

WELDED WIRE GABION BASKET

OPTIONAL STIFFENERS

Side

End

Base

Side

Stiffeners

WELDED WIRE MESH TWISTED WIRE MESH

back to outside diameter of culvert.

Cut wire basket mesh front and Culvert

Cut wire basket mesh front and back. Lid

BEFORE CLOSURE AFTER CLOSURE

(Not allowed for basket to basket connection)

End

Side

Base

Lid

Diaphragms

NOMINAL SIZES AND CAPACITY

GABION BASKET

Letter

Size Code

Length Height Partitions

Diaphragm Capacity

(Twisted wire mesh)

(Welded wire mesh)

SPIRAL BINDER TIE

HALF HITCH LACING DETAIL

INTERLOCKING WIRE FASTENER

BEFORE CLOSURE AFTER CLOSURE

are nominal

All dimensions

NOTE:

are nominal

All dimensions

NOTE:

selvage wires

Diaphragmswith stiffeners to prevent wall bulging wire and connect front and back mesh

Stiffeners

H e ig h t

H e ig h t each end of stiffener

Loop two meshes at

Diaphragms

Stiffeners

Stiffenershook closed

Crimp end of joint

Crimped joint end of

Crimped double half hitch wire to next

Continuous lacing

Single half hitch to next single half hitch

Continuous lacing wire

Le ng th

Crimp ends to lock

Spiral binder.

half hitches as shown

Alternate single and double

Double half hitch.

Lacing Details)

Lacing wire (see Lacing Details)

Lacing wire (see

Lacing wire. Tie with half stiffeners to prevent wall bulging.

connect front and back mesh with selvage wire around pipe, and intersection of wires stiffener hooked at

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G S

P L B G a b io n B a s k e t.

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

TYPICAL ELEVATION

at face of wall

Proposed ground

ISOMETRIC VIEW

Face of wall Base reinforcement varies reinforcem ent (L)

Base length of

Collector pipe

RETURN MAT

MSE WELDED WIRE FACED

4' (m in.) 18" loss of backfill, all lifts

Place and join facing to prevent

18"

12" bottom geotextile overlap

Sheet 1 of 2

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

NO SCALE

(See note 4)

Returns see subsection 720.01(b) welded wire facia unit

W4.0 X W4.0 galvanized

4-inch x 4-inch (max.)

WALL COMPONENTS

see subsection 720.01(c) backing mat - galvanized

4-inch x 4-inch (max.)

see subsection 720.01(c) square mesh openings (maximum)

Hardware Cloth - Galvanized 1/4-inch

Front face of wall

WWF facing unit on vertical leg of

Bend horizontal wires wire form at each return.

Note: Maintain 48" (min.) of

48" (m in.)

ISOMETRIC VIEW

END RETURN DETAIL

TYPICAL

V a rie s

4' (min.)

1:10

L im it s o f

M S

E w a ll f o r p a y m e n t

Top of wall reinforcement elements spacing between

18" (max.) vertical

TYPICAL SECTION

D e s ig n w a ll h e ig h t, H m in

(See sheet 2)

Wall facing fill see sheet 2)

(Metallic or geogrid, Reinforcement elements

0.85H (8' min.)

Bench Width existing gabions in locations without Bench width bottom 12" (min.)

1:4 or flatter

(See subsection 704.07)

Select borrow

(See subsection 704.03(a))

Backfill material

704.03(a))

(See subsection

Backfill material varies

Existing ground

12" (min.)

to allow outlet pipe to daylight.

baskets. Install collecter pipe and outlet pipe at elevation existing gabion baskets in locations with existing gabion outlet geocomposite sheet drain and collector pipe above

Geocomposite sheet drain and collector pipe (See sheet 2) outlet to daylight.

Install at elevations that allow

Typical outlet pipe location.

(See note 5)

(See subsection 714.01(a))

Class 1, Type E non-woven

Bottom geotextile

6' embedment

Bottom of wall

Layout line

Top of wall

Proposed ground line

Bottom of wall

MSE retaining wall

257-A

208.

Slope or shore excavation according to Section 7.

according to table 255-2.

Sample and test materials or products 6.

on all walls.

reinforcement and extend 18" up the wall face

Bottom geotextile to cover the base 5.

Returns will not be measured for payment.

material a minimum of 4' into the backfill.

end of each lift with a return of the wall facing

Terminate wire-face wall at the beginning and 4.

baskets.

outlet pipe in locations with existing gabion place, See Special 203-A. Modify location of bottom 2 courses (6' Height and 9' Width) in

In locations with existing gabion baskets leave 3.

drawings. No steps will be allowed.

Top of wall will be as shown on wall layout 2.

Specifications.

Section 257 and AASHTO LRFD Bridge Design

Design welded wire face MSE walls according to 1.

NOTE:

wall a minimum of 6 ft.

In locations without gabions embed do not disturb. See Special 203-A

6'H x 9'W existing gabions to remain

Existing ground varies, reinforcement length

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G S

P L A .d

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

Welded wire facing

MSE wall face collector pipe (See note 2)

6" diameter perforated

3' (min.)

MSE WALL DRAINAGE DETAIL

NO SCALE

NOTE:

4' (min.)

12" m a x

18"

(See subsection 705.08)

Wall facing fill

(min.)

(See sheet 1)

Bottom geotextile

(See note 5)

Stiffener

EARTH (MSE) WALL

MECHANICALLY STABILIZED

CONTRACTOR DESIGNED

Sheet 2 of 2

GEOGRID REINFORCED MSE WALL DETAIL

(See subsection 714.04) geogrid Type IV

Primary reinforcement

See note 3

See note 4 gabion baskets.

baskets in locations with existing outlet above the existing gabion collector pipe and outlet pipe to

Modify geocomposite sheet drain and

714.01(a))

(See subsection

Geotextile filter

(See note 1)

(See subsection 714.02)

Geocomposite sheet drain

12"

24"

(See subsection 703.03(a))

Granular backfill m in s h e e t d r a in

G e o c o m p o s it e

257-A

G6 direction of flow as appropriate)

Install at elevation to daylight. (skew in the

6" Non perforated diameter outlet pipe

255.05)

(See subsection compaction zone

Special return basket.

Install geotextile under cap

(See subsection 714.01(a))

Class 1, Type E non-woven

Top geotextile

(See subsection 714.01(a)) Class 1, Type E non-woven Geotextile

(See subsection 704.03(a))

Backfill material attach to facing basket

Cap Return Basket required on each lift according to subsection 720.01(b).

Continuous backing bat and hardware cloth is face according to the manufacturer's instructions.

reinforcement mat. Attach cap return basket at wall

Welded wire reinforcement systems require a top manufacturer.

Spacing and use of stiffener to be determined by the end of the pipe.

or other suitable marker. Place post within 12" of the

Mark the outlet of the outlet pipe with a 4' long post other approved means with securing screws.

securely in place with standard coupling bands or by according to subsection 605.03. Hold the screen

Cover the end of the outlet pipe with screen subsection 708.04.

pipe, and fittings meeting the requirements of

50' (max.) spacing. Furnish collector pipe, outlet connector and outlet at low points of wall and at

Connect collector pipes to outlet pipes using a

H.3 2area on excavation backslope to strips with a spacing to achieve 30% ±5% coverage

Place geocomposite sheet drains in 3' (min.) wide

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts G S

P L A .d

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

REVISED: 08/2014

6" min. overlap

4" min. edge overlap

3' max. c-c

6" x 6" trench

12" max. c-c

Slope stake

6" x 6" trench

6''

See Note 1

Staple Spacing

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

DETAIL APPROVED FOR USE 01/2011

C629-50

12" spacing

Staple

12" spacing

Staples

Install rolled erosion control product type 2.B.3.

FLOW PERSPECTIVE VIEW

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

NOTE:

Staple

NO SCALE

native soil

Compacted

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

See Detail B at toe of slope

Anchor trench

See Detail C

Shingle splice

See Detail A at top of slope

Anchor trench

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Se e

Not e

Pr ev ail in g wi nd

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts T C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts T T

C P

G L

C A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

400'200'0

Scale in Feet

C O

L O

R A

D O R

E R

P A

E R

+00

Le es F er ry R oa d

HCL Ranch House Road, Route 409

ROAD

CLOSED

Barricade Type 3 R11-2 and

NOTE:

ACCESS ROAD

LEES FERRY RANCH HOUSE

TRAFFIC CONTROL PLAN

TEMPORARY

to Section 156 on Ranch House Road.

alternate one-way traffic control according

Provide a minimum lane width of 10 feet for to prevent haul vehicles from stopping on Lees Ferry Road.

with Lees Ferry Road. Monitor construction access

Close Ranch House Road to public at intersection

212+60

Lees Ferry Ranch House Access Road

End Project AZ FTNP GLCA 409(2)

208+60

Lees Ferry Ranch House Access Road

Begin Project AZ FTNP GLCA 409(2)

See Sheet 635-05 turning as directed by CO.

advanced signing for truck roads and additional and W20-7 on approaching Install G20-2, W20-1

20 m iles to B itter S prings

M arble C anyon

To N avajo B ridge, Boat R ampTo Co lorado

River p a rk in g

T o f is h in g a c c e s s

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

For night time flagging operation, provide floodlighting at flagger stations.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

(See Length and

Spacing Table)

LENGTH AND SPACING TABLE

APPROACH

SPEED* 1.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

Flagger location

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts T S td

FEDERAL LANDS HIGHWAY OFFICE

STANDARD

U.S. CUSTOMARY STANDARD

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

See Note 4

E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

NO SCALE

Post

Local tangent

Bottom of sign panel

0.75X

Y D

0.2X

0.6X

0.2X

See post detail (typ.)

Break-away holes.

Long side of post

90°

93°

STATE PROJECT

NO.

SHEET

M N A

Z g lc a R o a d w a y C

A D

D S h e e ts T S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

STANDARD

U.S. CUSTOMARY STANDARD

U s e r d a r in .l o c k h a r t_ AZ

LEES FERRY RANCH HOUSE ACCESS ROAD

AZ FTNP GLCA 409(2)

NPS PMIS NO.: 251927 DRAWING NO.: TBD-XXXXX

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

50 - 65

20 - 50

10 - 20

6 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

1.5

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

SYM_GLCA409(2)_01

CTL_GLCA99(1)_409(2)

SITE_GLCA409(2)_01

TYP_GLCA490(2)_01

B1_SUM_GLCA490(2)_01

B2_SUM_GLCA490(2)_01

PNP_WALL_GLCA409(2)_30

ECP_WALL_GLCA409(2)_30

REM_WALL_GLCA409(2)_F203

G1-PNP_WALL_GLCA409(2)_30

SPL251-A

SPL253-A_spur

SPL253-B Gabion Basket

SPL257-A

C629-50

TCP_GLCA409(2)_63501

Std635-5

Std635-14

File details come from the government source that posted it.