idpfh2611_100%Plans.pdf

INDEX TO SHEETS

INDEX TO SHEETS

G. MSE RETAINING WALL

F. EROSION/SEDIMENT CONTROL

E. TURNOUT DETAILS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

N. MATERIAL SOURCE AND STAGING AREA PLANS

M. PERMANENT TRAFFIC CONTROL PLAN

L. TEMPORARY TRAFFIC CONTROL PLAN

K. SAFETY FEATURES

J. ROCKFALL MITIGATION

I. ROCK FILL

H. DRAINAGE

SURVEY CONTROL

EXIT PAD

TEMPORARY CONSTRUCTION ENTRANCE AND

MP 213 HOLMAN CREEK STAGING AREA

MARKINGS

STD. DRWG. 634-2, LINEAR PAVEMENT

STD. DRWG. 633-50, IDAHO DELINEATORS

INSTALLATION WOOD POSTS

STD. DRWG. 633-7, PERMANENT SIGN

STRIPING AND SIGN PLAN

TABULATION OF PERMANENT TRAFFIC CONTROL

CONTROL SIGN INSTALLATION WOOD POSTS

STD. DRWG. 635-14, TEMPORARY TRAFFIC

(WITH SIGNALS)

CONTROL SINGLE LANE CLOSURE LAYOUT

STD. DRWG. 635-9, TEMPORARY TRAFFIC

(WITH FLAGGERS)

CONTROL SINGLE LANE CLOSURE LAYOUT

STD. DRWG. 635-6, TEMPORARY TRAFFIC

FOR UNMARKED PAVEMENTS

STD. DRWG. 635-3,DELINEATION AND SIGNING

BARRIER MOUNTED ROCK PROTECTION SCREEN

LANE CLOSURE DETAILS

TEMPORARY TRAFFIC CONTROL EASTBOUND

LANE CLOSURE DETAILS

TEMPORARY TRAFFIC CONTROL WESTBOUND

TEMPORARY SIGNING IDENTIFICATION

DURING CLOSURE PERIODS

TEMPORARY TRAFFIC CONTROL PLAN

DURING NON-CLOSURE PERIODS

TEMPORARY TRAFFIC CONTROL PLAN

TABULATION OF TEMPORARY TRAFFIC CONTROL

N.3

N.2

N.1

M.7

M.6

M.5

M.2-4

M.1

L.13

L.12

L.11

L.10

L.9

L.7-8

L.5-6

L.4

L.3

L.2

L.1

ROCKERY WALL 75+00 tTO 77+50

ROCKERY WALL DETAILS

MSE WALL PLAN AND PROFILE

TEMPORARY SHORING DETAIL

MSE WALL (GEOGRID) DETAILS

MSE WALL TYPICAL SECTION

TABULATION OF MSE WALL QUANTITIES

SILT FENCE DETAIL

STD. DRWG. W157-20, SEDIMENT WATTLE

CHECK DAM DETAILS

SEDIMENT CONTROL AND SEDIMENT WATTLE

EROSION/SEDIMENT CONTROL PLAN

CONTROL QUANTITIES

TABULATION OF EROSION/SEDIMENT

TURNOUT DETAIL 123+46 TO 126+75

TURNOUT DETAIL 102+30 TO 104+25

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TURNOUT TYPICAL SECTIONS

MAINLINE TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES OPTION 3

SUMMARY OF QUANTITIES OPTION 2

SUMMARY OF QUANTITIES OPTION 1

SUMMARY OF QUANTITIES BASE SCHEDULE

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

G.27

G.26

G.5-25

G.4

G.3

G.2

G.1

F.7

F.6

F.5

F.2-4

F.1

E.2

E.1

D.8

D.2-7

D.1

C.3

C.2

C.1

B.7

B.6

B.5

B.1-4

A.4

A.3

A.2

A.1

K.4

K.3

K.2

K.1

J.16

J.15

J.12-14

J.7-11

J.2-6

J.1

I.1

H.9

H.8

H.7

H.6

H.5

H.4

H.3

H.2

H.1

A.2

STATE PROJECT

NUMBER

SHEET

ID PFH 26-1(1)

P

M

A u g u s t

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d m s if a b .d g n

M a r ti n e z

C

C o n r a d

C h e c k e d b y

D e s ig n e d b y

TYPE TANGENT TERMINAL

STD. DRWG. 617-20, G4 W-BEAM GUARDRAIL

TYPE FLARED TERMINAL

STD. DRWG. 617-19, G4 W-BEAM GUARDRAIL

PLACEMENT OF GUARDRAIL POSTS IN ROCK

WOOD POSTS

STD. DRWG. 617-10, G4 W-BEAM GUARDRAIL

ROCK BOLT DETAIL

WIRE MESH (PINNED)

DRAPED ROCKFALL PROTECTION,

WIRE MESH (CONTOURED)

DRAPED ROCKFALL PROTECTION,

ROCKFALL PROTECTION FENCE (ATTENUATOR)

ROCKFALL MITIGATION PLAN

QUANTITIES

TABULATION OF ROCKFALL MITIGATION

ROCK FILL DETAIL

TREATMENT IN CUT SLOPES

STD. DRWG. 602-6, PIPE CULVERT INLET

CULVERT BEDDING

STD. DRWG. 602-3, METAL AND PLASTIC PIPE

COUPLING BAND

STD. DRWG. 602-2, METAL PIPE CULVERT

STD. DRWG. 602-1, METAL PIPE CULVERT

CURB DRAINS

OUTLET PROTECTION AT MSE WALL DETAIL

OUTLET RIP RAP PROTECTION DETAILS

INLET PROTECTION DELAILS

TABULATION OF DRAINAGE QUANTITIES

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.3

PROJECT

PFH 26-1(1)

ID

A a r c h

U

S m y fi le s p w p r o d u c ti o n d m s if a c .d g n

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Ø spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

M.P.

M.L.

mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub

R 12 E R 13 E R 15 E R 16 E R 17 E

T 11 N

T 10 N

T 9 N

T 8 N

T 11 N

T 10 N

T 9 N

T 8 N

R 12 E R 13 E R 14 E R 15 E R 16 E R 17 E

W a r m S p r in g s C r k k r

C n a ml o HPro spe ct

Crk

Garland Crk

S w im m C r k

M a rt in C rk

P e a c h C r k

B lin d C rk

R o u g h C r k

Rough Lk

Lakes Garland

Lks Casino

S te e p C r k

B ig C a s in o C r k

L it tl e C a s in o C rk

Fou rth of J uly Crk

H w y

H w y 21 kr C kl E

Kelly Crk

C o a l

C r k

B a s in C r k

K e lly C rk krC noipmahC

Warm Crk

Yellow Belly Lk

Hell Roaring Crk k r

C koohhsiF kr C w o d ae

M krC tao G krC n orI k r

C d ekoorC Stanley

SunbeamNip and Tuck Pit

VICINITY MAP

N

Lakes Champion

Lake Sawtooth

Lake Stanley

Lake Redfish

Lake Redfish Little

Stanley

Lower

SAWTOOTH NATIONAL RECREATION AREA

29 miles

Challis m ile s

K e tc h u m

122 miles

Boise

Robinson Bar

Beach Pebble

Ketchum - Challis Highway Begin Project

Holman Creek

MP 214.5

Staging Site

115° 2’43.50"W

44°15’29.82"N 114°59’31.20"W

44°15’23.15"N

114°32’6.30"W

44°15’11.28"N

A.4

STATE PROJECT

NUMBER

SHEET

ID PFH 26-1 (1)

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m s if a d .d

C o n r

C h e c k e d b y

D e s ig n e d b y

114°47’30.09"W

44°15’49.10"N

Water source

Upper Harden Creek

114°31’47.44"W

44°14’59.83"N

Water Source

Holman Creek

114°41’04.47"W 44°15’13.18"N

MP 205.4

61+00

Ketchum - Challis Highway End Project

114°40’00.8"W 44°15’12.56"N

MP 206.7

127+50

0 3 6 93

Scale in Miles

1.5

Salmon River

Stanley Lake Pit

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

15101-0000 MOBILIZATION LPSM ALL ALL

15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL ALL

15401-0000 CONTRACTOR TESTING LPSM ALL ALL

15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

15703-1000 SOIL EROSION CONTROL, SOIL STABILIZATION ACRE 4.6 4.6 4.6

15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 4,270 600 4,870 5,000

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 4,910 4,910 5,000

15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 1 1 1

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION

ENTRANCE EACH 1 1 1

15801-0000 WATERING FOR DUST CONTROL MGAL 1,473 1,473 1,500

20101-0000 CLEARING AND GRUBBING ACRE 4.6 4.6 4.6

20301-1200 REMOVAL OF HEADWALL EACH 8 8 8

20301-1900 REMOVAL OF PIPE CULVERT EACH 5 5 5

20301-2400 REMOVAL OF SIGN EACH 4 4 4

20302-1200 REMOVAL OF GUARDRAIL LNFT 1,746 1,746 1,746

20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 191 191 191

20401-0000 ROADWAY EXCAVATION CUYD 3,060 3,060 3,400

20465-0000 CONSERVE AND PLACE BOULDER EACH 28 28 28

20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 307 307 307

20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A SQYD 1,241 3,092 4,333 4,500

25101-4000 PLACED RIPRAP, CLASS 4 , INLET PROTECTION CUYD 72 72 80

25101-4000 PLACED RIPRAP, CLASS 4 , OUTLET PROTECTION CUYD 454 454 500

25105-4000 KEYED RIPRAP, CLASS 4 CUYD 2,348 2,348 2,500

25210-0000 ROCKERY SQYD 190 190 190

25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 29,629 29,629 29,629

26001-0000 ROCK BOLT LNFT 10,660 10,660 10,660

30101-4000 AGGREGATE BASE GRADING C OR D TON 11,537 11,537 12,100

SUMMARY OF QUANTITIES - BASE SCHEDULE

QUANTITIES

STATE PROJECT

PFH 26-1(1) B.1ID

c:

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B as e_ Su m m ar y.

xl sx

]S he et

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL , TYPE III ROUGHNESS TON 4,584 4'584 4,800

40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 46 46 48

40401-0000 MINOR HOT ASPHALT CONCRETE , 2" COMPACTED DEPTH TON 2,150 2,150 2,300

41101-1000 PRIME COAT, GRADE CMS-2 TON 22 22 24

41105-0000 BLOTTER TON 162 162 170

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H TON 13 13 14

56305-0000 ROCK STAIN SQFT 401,580 401,580 401,580

56601-0000 SHOTCRETE , SCULPTED MSE WALL FACE SQYD 2,628 2,628 2,628

56601-0000 SHOTCRETE , SHOTCRETE STAIN SQYD 2,628 2,628 2,628

60201-0800 24-INCH PIPE CULVERT LNFT 235 235 235

60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT LNFT 396 396 396

60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 3,398 3,398 3,398

61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD

POSTS LNFT 6,287.5 6,288 6,288

61702-0600 TERMINAL SECTION, TYPE FLARED EACH 1 1 1

61702-0800 TERMINAL SECTION TYPE TANGENT EACH 1 1 1

62201-0310 DUMP TRUCK, 17 CUBIC YARD MINIMUM CAPACITY HOUR 100

62201-1100 WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 100

62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 100

62301-0000 GENERAL LABOR HOUR 80

62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 189 189 189

63302-0000 SIGN SYSTEM SQFT 108. 108 108

63309-0400 DELINEATOR, TYPE 4 , (rigid steel) EACH 112 112 112

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , YELLOW LNFT 26,600 26,600 26,600

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , WHITE LNFT 25,552 25,552 25,552

63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN , WHITE LNFT 1,048 1,048 1,048

SUMMARY OF QUANTITIES - BASE SCHEDULE

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.2ID

c:

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B as e_ Su m m ar y.

xl sx

]S he et

2)

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 24 24 24

63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 144 144 144

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 29 29 29

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 29 29 29

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 4 4 4

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 6 6 6

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY

CRASH CUSHION EACH 20 20 20

63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL

SYSTEM EACH 1 1 1

63502-3200 TEMPORARY TRAFFIC CONTROL, RELOCATING TRAFFIC

SIGNAL SYSTEM EACH 10 10 10

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER ,

(winter shutdown) LNFT 6,363 6,363.00 6,363.00

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER ,

(with mounted rock protection) LNFT 3,075 3,075 3,075

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE

BARRIER , (winter shutdown) LNFT 19,089 19,089 19,089

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE

BARRIER , (with mounted rock protection) LNFT 7,164 7,164 7,164

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ,

TYPE B, SOLID, YELLOW LNFT 26,600 26,600 26,600

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ,

TYPE B, SOLID, WHITE LNFT 25,552 25,552 25,552

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ,

TYPE B, BROKEN, WHITE LNFT 1,048 1,048 1,048

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 450 450 450

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 366 366 366

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 3,230 3,230 3,230

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY

SUPERVISOR DAY 323 323 323

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FIX HR RATE 7,290 7,290 7,290

SUMMARY OF QUANTITIES - BASE SCHEDULE

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.3ID

c:

\m yf ile s\ pw _p ro du ct io n\ dm s4

B as e_ Su m m ar y.

xl sx

]S he et

3)

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH

(CONTOURED) SQYD 19,722 19,722 19,722

65106-1000 ROCKFALL PROTECTION, PIN (CONTOUR ANCHORS) EACH 987 987 987

SUMMARY OF QUANTITIES - BASE SCHEDULE

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.4ID

c:

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B as e_ Su m m ar y.

xl sx

]S he et

4)

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Mitigatio Control Control Waste Site PLAN SCHEDULE

62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 15 15 15

65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH ,

(PINNED) SQYD 3,924 3,924 3,924

65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH ,

(CONTOURED) SQYD 2,796 2,796 2,796

65106-1000 ROCKFALL PROTECTION, PIN (CONTOUR ANCHORS) EACH 140 140 140

SUMMARY OF QUANTITIES - OPTION A

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.5ID

c:

\m yf ile s\ pw _p ro du ct io n\ dm s4

O pt io n-

A _S um m ar y.

xl sx

]S he et

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 520 520 520

63506-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY

SUMMARY OF QUANTITIES - OPTION B

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.6ID

M M ar ti ne z 8/

12 NUMBER

SHEET

SUPERVISOR HOUR 52 52 52

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FIX HR RATE 1,560 1,560 1,560

65104-0000 ROCKFALL PROTECTION FENCE SQYD 11,843 11,843 11,843

C C on ra d

8/

C he ck ed b y:

-S ep -2

1:

P M

D es ig ne d by pw

_p ro du ct io n\ dm s4

O pt io n- B _S um m ar y.

xl sx

]S he et c:

\m yf ile s\

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Section M Section N

Typical Plan Approach Erosion/ MSE Wall Drainage Rock Fill Rockfall Saftey Temporary Permanent Material

Section and Roads Sediment Slope Mitigation Features Traffic Traffic Source & BID

ITEM DESCRIPTION UNIT Profile Control Stabilization Control Control Waste Site PLAN SCHEDULE

65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH ,

CONTOURED SQYD 8,800 8,800 8,800

65104-0000 ROCKFALL PROTECTION FENCE (ATTENUATOR) SQYD 3,144 3,144 3,144

65106-1000 ROCKFALL PROTECTION, PIN(CONTOUR ANCHORS) EACH 444 444 444

SUMMARY OF QUANTITIES - OPTION C

ESTIMATED QUANTITIES

STATE PROJECT

PFH 26-1(1) B.7ID

c:

\m yf ile s\ pw _p ro du ct io n\ dm s4

O pt io n-

C _S um m ar y.

xl sx

]S he et

-S ep

-2

7:

A

M C

C on ra d

8/

M

M ar ti ne z 8/

D es ig ne d by

C he ck ed b y:

ITEM NUMBER UNIT QUANTITY

20101-0000 acre 4.6

TYPICAL SECTION QUANTITIES

BASE SCHEDULE

NOTEDESCRIPTION

Clearing and grubbing

STATE PROJECT

PFH 26-1(1) C.1ID

M

M ar ti ne z 8/

12 NUMBER

SHEET

1/

30101-4000 ton 11,537

40105-3000 ton 46

40401-0000 ton 2,150

41101-1000 ton 22

41105-0000 ton 162

41201-1000 ton 13

15 lb/sqyd

1% of 40101

40101-5600

Antistrip additive, type 3

Prime coat grade CMS-2

Blotter

1.94 ton/cuyd

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

1.97 ton/cuyd

4,584ton

Aggregate Base Grading C or D

Superpave pavement, 1/2 or 3/4-inch nominal maximum size aggregate, 0.3 to < 3 ESAL, type III roughness

Minor hot aspahlt concrete, 2" compacted depth 1.94 ton/cuyd

0.25 gal/sqyd, 240 gal/ton

0.10 gal/sqyd, 240 gal/ton

C C on ra d

6/

C he ck ed b y:

-S ep -2

1:

P M

D es ig ne d by

FOOTNOTE

1 / Includes quantities for turnouts.

\p w

_p ro du ct io n\ dm s4 if0 ca .x ls ]S he et

TABULATION OF TYPICAL

SECTION QUANTITIES

c:

\m yf s\ SECTION QUANTITIES

NO SCALE TYPICAL SECTION

MAINLINE

FOOTNOTE:

sti mil g ni r a el C

ROUNDING DETAIL

CUT SLOPE

elb air aV

2 % 2 %

Variable

1:31:3 el b ai r a V

LC

4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 to < 3 ESAL, type III roughness

" nominal4 3" or 2

1Superpave pavement, Aggregate base grading C or D, 8" depth

MAINLINE TYPICAL SECTION

61+00 to 127+50 and reduce the front slope rounding distance proportionally.

For cut heights less than "B" reduce "B" to cut height dimension clearing limits if rounding extends beyond right-of-way boundary.

Cut details apply to all typical sections. Limit slope rounding within guardrail detail.

See sheets D.2-D.7 for guardrail locations, and Section K for plan and profile curve data.

Superelevate roadway on curves at the rate ’e’ as indicated on the

C.2

STATE PROJECT

S e p

P

M if c b .d g n

U

S S u r ft

D

M a r ti n h e c k e d b y

C

C o n r a d

D e s ig n e d b y

CL

Existing pavement

WINTER SHUTDOWN TYPICAL

Concrete barrier

Slope stake

Original groundto cover safety edge Pull aggregate base

Red top

SAFETY EDGE DETAIL

(between lifts)

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

Point available in survey notes

Aggregate base grading C or D, 8" depth placed in 2 equal lifts type III roughness. 4" compacted depth maximum size aggregate, 0.3 to < 3 ESAL, " nominal4 3" or 2

1Superpave pavement, Profile grade See safety edge detail aggregate base course)

SS-1, SS-1h (outside 3’ of

Tack coat grade CSS-1, CSS-1h, (between lifts and outside 3’ of aggregate base course)

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

GUARDRAIL TYPICAL DETAIL

LC

V ariable 2

1:2

Tack coat

CURB DETAIL

LC

14’

Asphalt curb, 6" depth

Saw cut concrete, 2" compacted depth

Minor hot asphalt

10’-0"

B=5’-0" 5’-0"

D

D

Shoulder

2’

Travel lane

11’

Travel lane

11’

Shoulder

2’

Traveled lane

11’

Shoulder

3’

7’

10" from exist. centerline

12’ min

CL

-2.00%

Edge of roadway

(between lifts and outside 3’ of aggregate base course) Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 to < 3 ESAL, type III roughness

" nominal4 3" or 2

1Superpave pavement, Aggregate base grading C or D, 8" depth

Variable

1:2

CL

Edge of roadway

Cross-slope

Match roadway

(between lifts and outside 3’ of aggregate base course) Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h

4" compacted depth placed in 2 equal lifts maximum size aggregate, 0.3 to < 3 ESAL, type III roughness

" nominal4 3" or 2

1Superpave pavement, Aggregate base grading C or D, 8" depth

1:2 Variable

102+30 to 104+25 RT

Turnout Typical Section

123+46 to 126+75 RT

Turnout Typical Section

TYPICAL SECTIONS

TURNOUT

C.3

STATE PROJECT

S e p

P

M if c c .d g n

U

S S u r ft

D

M a r ti n e c k e d b y

C o n r s ig n e d b y

(variable)

Turnout width

(variable)

Turnout Width

28 307

20466-0000

CONSERVE AND STOCKPILE TOPSOIL

BASE SCHEDULE

BEGIN STATION END STATION

ROADWAY QUANTITIES

BASE SCHEDULE

20401-0000

ROADWAY

EXCAVATION

(CUYD)

EMBANKMENT

(CUYD)

1 /

1,0003,060

20465-0000

CONSERVE AND PLACE BOULDER

(5-7FT)

BASE SCHEDULE

QUANTITY

(CUYD)

61+00 78+00

BEGIN STATION END STATION QUANTITY

(EACH)

127+5061+00

STATE PROJECT

PFH 26-1(1) D.1ID

M

M ar ti ne z 8/

12 NUMBER

SHEET

RT

RT

GUARDRAIL QUANTITIES

BASE SCHEDULE

6,287.5

ITEM 61702-0800

TERMINAL SECTION,

TYPE TANGENT

(EACH)

ITEM 20302-1300

REMOVAL OF

GUARDRAIL,

CONCRETE BARRIER

(LNFT)

ITEM 61701-2000

GUARDRAIL SYSTEM

G4, TYPE 4, CLASS B

WOOD POST

(LNFT)

ITEM 61702-0600

TERMINAL SECTION,

TYPE FLARED

(EACH)

SIDE

ITEM 20302-1200

REMOVAL OF

GUARDRAIL

(LNFT)

61+92.5

LOCATION

61+92.5 to 124+51.69

124 51 69

C C on ra d

8/

C he ck ed b y:

RT

RT

RT

RT

1,078

6,287.5 1

63503-1000

TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE

BASE SCHEDULE

1,746 191

78+04.4 to 88+76.6

69+81.6 to 76+26.6

76+26.6 to 78+04.4 191

ITEM 60901-2300

CURB, ASPHALT, 6-INCH DEPTH

BASE SCHEDULE

TOTAL

124+51.69

-S ep -2

:4

D es ig ne d by

RT LT

RT

RT

1 / For information only

1 /

LT or RT QUANTITY

(LNFT)

72+48 to 76+56

SIDE

TOTAL 3,398

61+95.6 to 66+66 469

89+10 to 92+80 367

STATION to STATION QUANTITY

(LNFT)

BASE SCHEDULE

FOOTNOTE:

95+90 to 121+70 2,562

STATION to STATION

\p w

_p ro du ct io n\ dm s4 if0 fa .x ls ]S he et

TABULATION OF

PLAN QUANTITIES

c:

\m yf s\ PLAN QUANTITIES

P T

.4

P C

.0

,8

.8

+0.5777%

,8

.0

,8

.6

,8

.7

-0.1573% +0.6232%

-0.5830%

180’ VC

K = 231

,8

.6

150’ VC

K = 216

120’ VC

K = 163

SSD = 1528’

100’ VC

SSD = 945’

K = 83

K = 216

150’ VC

99023

CP

CP

99022

N

10-03

BH

10-04

10-05

BH

10-06

BH

10-07

BH

10-08

BH

10-02

10-01

CONNECTION TO EXISTING ROADWAY

pavement structure

See Sheet C.1 for

Tack Saw cut across pavementExisting

BEGIN PROJECT

P O

C

.0

Tangent terminal

LEGEND:

T

Line to be constructed

Profile grade

Existing ground

El= 5,876.80

E= 1,461,486.534

N= 943,870.223

R= 830.00’

T= 329.02’

L= 626.50’

D

R= 1,500.00’

T= 296.26’

L= 585.00’

D

T

Phone: 208-879-2283 rickl@srec.org

Callis, ID 83226

1140 E. Main Ave.

Mr. Rick Leuzinger

Salmon River Electric Cooperative

Power:

Phone: 208-879-2281 ron@custertel.com

Challis, ID 83226

1111S. Main Street, PO Box 324

Mr. Ron Rembelski

Custer Telephone Cooperative

Telecommunication:

UTILITY CONTACT INFORMATION

s e e d e ta il s h e e t

H .5

I n s ta ll c u r b d r a in s e e d e ta il s h e e t

H .5

I n s ta ll c u r b d r a in

S e e s h e e t

H .2 o u tl e t p r o te c ti o n a r c h p ip e c u lv e r t w it h r ip r p

I s ta ll e q u iv a le n t d ia

R e m o v e p ip e c u lv e r t

27 Section center (projected)

CUYD

EXC.

CUYD

EMB.

70+0067+5065+0062+5060+00

5860 5860

5865 5865

5870 5870

5875 5875

5880 5880

5885 5885

5890 5890

5895 5895

D.2

STATE PROJECT

NUMBER

SHEET

ID PFH 26-1(1)

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if fa .d g n

M

M a r ti n e z

C

C o n r a d

C h e c k e d b y

D e s ig n e d b y

61+00

KETCHUM-CHALLIS HIGHWAY

ID PFH 26-1(1)

Rock Fill, see sheet I.1

61+43 to 61+55

MSE Wall, see sheets G.1-23

62+50 to 71+00, Rt Asphalt curb Rt, see detail sheet C.1

61+95.6 to 66+66 Guardrail Rt, see sheets K.1-2

61+92.5 to 124+51.69

N

P C

C

.0

PT

8+

.1

PC

9+

.7

Profile grade

Existing ground

10-09

BH

Line to be constructed

CP

99021

GPS

GPS

N

+0.1107%

,8

.3

-0.1321%

,8

.9

150’ VC

K = 115

,8

.9

+0.0123%

-1.2969%

SSD = 4499’

110’ VC

K = 453

SSD = 1001’

K = 129

150’ VC

62+50 to 71+00

D

T= 289.82’

R= 314.00’

L= 468.10’ e= 0.060 traffic control,plastic fence

Install Temporary

MSE Wall, see sheets G.1-23

Do not disturb p r o te c ti o n s e e S h e e t

H .2 p ip e c u lv e r t w it h r ip r a p o u tl e t

I n s ta ll e q u iv a le n t d ia a r

CUYD

EXC.

CUYD

EMB.

80+0077+5075+0072+5070+00

5855 5855

5860 5860

5865 5865

5870 5870

5875 5875

5880 5880

5885 5885

5890 5890

5895 5895

D.3

STATE PROJECT

u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if fb .d

M a r ti n

C o n r a d

C h e c k e d b y

D e s ig n e d b y

Rock Fill, see sheet I.1

71+00 to 71+25 Rock Fill, see sheet I.1

73+00 to 74+56.84

Rock Fill, see sheet I.1

77+80 to 78+00

MSE Wall, see sheets G.1-23

78+00 to 88+56, RT

Guardrail Rt, see sheets K.1-2

61+92.5 to 124.55.7

Rockery wall LT, see sheets G.25-26

75+00 to 77+50

S E

C . 2

P C

.7

P T

.4

P C

.6

P T

.3

P C

.2

P T

.6

P C

.8

P T

.8

N

Line to be constructed

,8

.9

-0.3992%

50’ VC

K = 121 8

,8

.6

-1.0803%

125’ VC

K = 136

-0.1611% -0.4816%

-1.5528%

165’ VC

K = 133

,8

.7

-0.3077%

125’ VC

K = 115

SSD = 1053’

-1.3965%

SSD = 2647’

Profile grade

Existing ground

D

R= 1,375.00’

T= 258.81’

L= 511.63’ e= 0.058

D

R= 1,204.00’

T= 68.42’

L= 136.69’ e= 0.060

R= 1,100.00’

T= 119.16’

L= 237.39’ e= 0.060

D

D

R= 2,175.00’

T= 124.63’

L= 248.98’ e= 0.048

10-10

BH

CP

99020

CP

99019

10-11

BH

10-12

BH

10-13

BH

10-14

BH

10-15

BH

,8

.5

SSD = 1624’

80’ VC

K = 117

,8

.3

,8

.9

125’ VC

K = 117

SSD = 1070’

SSD = 3401’

K = 218

70’ VC

see Sheet H.2.4 with riprap inlet and outlet protection.

Place 24" pipe culvert culvert.

Remove existing pipe

90+75 s e e S h e e t

H .5

I n s ta ll c u r b d r a in s e e S h e e t

H .2 a n d o u tl e t p r o te c ti o n p ip e c u lv e r t w it h r ip r a p i n le t

P la c e e q u iv a le n t d ia a r c h

S h e e t

H .2 p r o te c ti o n s e e in le t a n d o u tl e t c u lv e r t w it h r ip r p

I s ta ll e q u iv a le n t d ia a r c h p ip s e e S h e e t

H .2 a n d o u tl e t p r o te c ti o n p ip e c u lv e r t w it h r ip r a p i n le t

P la c e e q u iv a le n t d ia a r c h c u lv e r t.

R e m o v e e x is ti n g p ip

44 1 39 4 32

CUYD

EXC.

CUYD

EMB.

95+00 92+5090+00 87+5085+00 82+5080+00

5850 5850

5855 5855

5860 5860

5865 5865

5870 5870

5875 5875

5880 5880

5885 5885

5890 5890

D.4

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if fc .d g n

M

M a r ti n e z

C

C o n r a d

C h e c k e d b y

D e s ig n e d b y

Guardrail Rt, see sheets K.1-2

61+92.5 to 124+51.69

Asphalt curb Rt, see detail sheet C.1

89+10 to 92+80

MSE Wall, see sheets G.1-23

78+00 to 88+56, RT

MSE Wall, see sheets G.1-23

89+30 to 93+58, RT

MSE Wall, see sheets G.1-23

94+30 to 95+70, RT

Rock Fill, see sheet I.1

88+56 to 89+30

Rock Fill, see sheet I.1

93+58 to 94+30

5 P

T

.8

P C

.1

P T

.3

P C

.9

P T .8

N

D

R= 681.00’

T= 362.29’

L= 665.90’ e= 0.060

R= 2,179.00’

T= 119.22’

L= 238.20’ e= 0.048

D

PC 109+81.55

10-16

BH

Construct turnout, see Sheet E.1

Line to be constructed

Profile grade

Existing ground

10-17

BH

10-15

BH

MW

MW 2221

GPS

-1.3965%

-0.6944%

85’ VC

K = 121 9

,8

.3

,8

.4

-1.3493% 5 ,8

.8

-1.3515%

,8

.5

-0.5655%

,8

.2

-1.1452%

-0.3719%

75’ VC

K = 115

SSD = 1685’

115’ VC

K = 118

150’ VC

K = 153

SSD = 1177’

K = 382

300’ VC

70’ VC

K = 121

SSD = 1896’

,8

.6

R e m o v e e x is ti n g p ip e c u lv e r t

99018

CP

s e e S h e e t

H .2 p r o te c ti o n w it h r ip r a p i n le t a n d o u tl e t

P la c e p ip e c u lv e r t s e e S h e e t

H .2 r ip r a p o u tl e t p r o te c ti o n p ip e c u lv e r t w it h e q u iv a le n t d ia m e te r

P la c e s e e d e ta il s h e e t

H .5

I n s ta ll c u r b d r a in s e e d e ta il s h e e t

H .5

I n s ta ll c u r b d r a in s e e S h e e t

H .2 o u tl e t p r o te c ti o n w it h r ip r a p i n le t a ia a r c h p ip e c u lv e r t

P la c e e q u iv a le n t p r o te c ti o n s e e S h e e t

H .2 w it h r ip r a p i n le t a n d o u tl e t

P la c e p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t s e e S h e e t

H .2 p r o te c ti o n a n d o u tl e t w it h r ip r a p i n le t a r c h p ip e c u lv e r t e q u iv a le n t d ia c u lv e r t.

P la c e

R m o v e e x is ti n g p ip e

31 4 285

CUYD

EXC.

CUYD

EMB.

110+00107+50105+00102+50100+0097+5095+00

5835 5835

5840 5840

5845 5845

5850 5850

5855 5855

5860 5860

5865 5865

5870 5870

5875 5875

D.5

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if fd .d

M a r ti n

C o n r a d

C h e c k e d b y

D e s ig n e d b y

MSE Wall, see sheets G.1-23

99+70 to 102+05, Rt

MSE Wall, see sheets G.1-23

107+50 to 110+04, Rt

Rock Fill, see sheet I.1

106+50 to 107+50

Rock Fill, see sheet I.1

95+70 to 96+96

95+90 to 121+70 - Asphalt curb Rt, see detail sheet C.1

61+92.5 to 124+55.7 - Guardrail Rt, see sheets K.1-2

Rock Fill, see sheet I.1

98+20 to 99+70

MSE Wall, see sheets G.1-23

96+96 to 98+20, RT

MSE Wall, see sheets G.1-23

94+30 to 95+70, RT

.5

P T

.8

P C

.4

P T

.9

P C

.7

10-18

BH 10-19

BH10-20

BH

10-21

BH 10-22

BH

10-23

BH

10-24

MW

CP

99017

N

D

R= 1,060.00’

T= 234.51’

L= 461.59’ e= 0.060

,8

.2

+3.5

7%

500’ VC

K = 97

Profile grade

Existing ground

F Flared terminal

LEGEND:

D

R= 1,493.00’

T= 307.38’

L= 606.29’ e= 0.056

SSD = 2575’

K = 118

50’ VC

,8

.8

-1.5684%

-1.1452%

R e m o v e e x is ti n g p ip e c u lv e r t p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

R e m o v e e x is ti n g

R= 1,596.00’

T= 193.07’

L= 384.26’ e= 0.056

D

CP

99016

Line to be constructed

Construct turnout, see Sheet E.4

F s e e S h e e t

H .2 p r o te c ti o n w it h r ip r a p i n le t a n d o u tl e t

P la c e d ia p ip e c u lv e r t s e e d e ta il s h e e t

H .5

I n s ta ll c u r b d r a in s e e S h e e t

H .2 in le t a n d o u tl e t p r o te c ti o n a r c h p ip e c u lv e r t w it h r ip r a p

P la c e e q u iv a le n t d ia c u lv e r t

R e m o v e e x is ti n g p ip e s e e S h e e t

H .2 w it h r ip r a p i n le t a n d o u tl e t p r o te c ti o n

P la c e d ia p ip e c u lv e r t

R e m o v e e x is ti n g p ip e c u lv e r t

18 958

CUYD

EXC.

CUYD

EMB.

125+00122+50120+00117+50115+00112+50110+00

5820 5820

5825 5825

5830 5830

5835 5835

5840 5840

5845 5845

5850 5850

5855 5855

5860 5860

D.6

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if fe .d g n

M

M a r te n

C o n r

C h e c k e d b y

D e s ig n e d b y

MSE Wall, see sheets G.1-23

112+00 to 118+60, Rt

Rock Fill, see sheet I.1

110+50 to 112+00

Rock Fill, see sheet I.1

118+60 to 119+00

MSE Wall, see sheets G.1-23

120+30 to 123+25, Rt

Asphalt curb Rt, see detail sheet C.1

95+90 to 121+70 Guardrail Rt, see sheets K.1-2

61+92.5 to 124+55.7

,8

.2

470’ VC

K = 130

SSD = 532’

-0.0449%

+3.5

7%

Profile grade

Existing ground see Sheet E.2

Construct turnout, D

R= 1,493.00’

T= 307.38’

L= 606.29’

END PROJECT

Line to be constructed e= 0.058

El=5,858.59

E= 1,466,120.563

N= 943,769.641

P O

C

N

CUYD

EXC.

CUYD

EMB.

130 127+50 125

5830 5830

5835 5835

5840 5840

5845 5845

5850 5850

5855 5855

5860 5860

5865 5865

5870 5870

D.7

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if ff .d g n

M

M a r te n

C o n r

C h e c k e d b y

D e s ig n e d b y

127+50

KETCHUM-CHALLIS HIGHWAY

ID PFH 26-1(1)

GPK FILE DATED April 22, 2010

PROJECT (GROUND) COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT DESCRIPTION

9801 943361.569 1475112.214 5784.253 44°15'09.236976 N 114°37'57.263253 W 5743.4624 1/2" IR w/YPC

9802 944402.860 1473740.695 5811.725 44°15'19.411835 N 114°38'16.212165 W 5770.8921 1/2" IR w/YPC

9804 944498.624 1464017.505 5855.987 44°15'19.589787 N 114°40'29.776543 W 5814.957 1/2" IR w/YPC

PROJECT : Dog1 DATE OF FIELD WORK : March 2010 DATE OF FINAL ADJUSTMENT : April 20, 2010

PROJECT UNITS : US Survey Feet COORDINATE SYSTEM : State plane Coordinates SCALED TO GROUND VERTICAL DATUM : Elevations established through differential leveling holding elevation at CP 9801

STATE PROJECT

PFH 26-1(1) D.8ID

G ob le

4/

10 NUMBER

SHEET

9805 942583.037 1462243.997 5879.800 44°15'00.534652 N 114°40'53.918197 W 5838.7761 1/2" IR w/YPC

9806 945725.017 1459351.850 5953.094 44°15'31.312931 N 114°41'34.003886 W 5911.9586 1/2" IR w/YPC

9807 946385.190 1457238.323 5900.776 44°15'37.652959 N 114°42'03.113237 W 5859.5789 1/2" IR w/YPC

9808 942624.742 1462333.159 5877.705 44°15'00.953665 N 114°40'52.698366 W 5836.6813 1/2" IR w/YPC

10001 943390.774 1475691.283 5784.412 44°15'09.569254 N 114°37'49.312825 W 5743.6344 5/8" IR w/FHWA alum cap

10002 942588.847 1469491.297 5839.587 44°15'01.173925 N 114°39'14.381783 W 5798.6949 5/8" IR w/FHWA alum cap

99001 943541.545 1474804.440 5772.299 44°15'10.990267 N 114°38'01.509611 W 5731.4982 1/2" IR w/YPC

99002 943860.270 1474579.200 5761.005 44°15'14.119541 N 114°38'04.637141 W 5720.1982 1/2" IR w/YPC

99003 944257.569 1474459.815 5762.476 44°15'18.032559 N 114°38'06.319148 W 5721.6588 1/2" IR w/YPC

99004 944502.533 1474106.128 5785.796 44°15'20.423802 N 114°38'11.203331 W 5744.9697 1/2" IR w/YPC

99005 944100.029 1473379.443 5812.946 44°15'16.394557 N 114°38'21.141820 W 5772.1095 1/2" IR w/YPC

99006 943642.308 1472574.863 5818.647 44°15'11.813957 N 114°38'32.143886 W 5777.8001 1/2" IR w/YPC

D av ie s

4/

C he ck ed b y:

99007 943211.908 1471822.062 5818.767 44°15'07.506796 N 114°38'42.437271 W 5777.9108 1/2" IR w/YPC

99008 943070.919 1471350.878 5817.381 44°15'06.078357 N 114°38'48.893649 W 5776.518 1/2" IR w/YPC

99009 942883.863 1470695.704 5811.821 44°15'04.180686 N 114°38'57.871980 W 5770.9482 1/2" IR w/YPC

99010 942564.216 1470204.922 5818.404 44°15'00.986766 N 114°39'04.577866 W 5777.5245 1/2" IR w/YPC Note:

99011 942649.093 1468929.552 5859.390 44°15'01.724428 N 114°39'22.103640 W 5818.4874 1/2" IR w/YPC

99012 942801.171 1468383.591 5866.107 44°15'03.182594 N 114°39'29.618851 W 5825.1913 1/2" IR w/YPC

99013 943113.533 1467606.055 5863.532 44°15'06.204540 N 114°39'40.332497 W 5822.5937 1/2" IR w/YPC

99014 943438.064 1466841.827 5857.606 44°15'09.347397 N 114°39'50.865014 W 5816.6485 1/2" IR w/YPC

99015 943814.609 1466003.990 5856.613 44°15'12.997556 N 114°40'02.414671 W 5815.6322 1/2" IR w/YPC

99016 944303.705 1465449.811 5837.473 44°15'17.781335 N 114°40'10.081179 W 5796.4723 1/2" IR w/YPC

99017 944597.205 1464751.486 5847.129 44°15'20.622415 N 114°40'19.705999 W 5806.1088 1/2" IR w/YPC

99018 944157.435 1463671.479 5861.426 44°15'16.193492 N 114°40'34.490805 W 5820.396 1/2" IR w/YPC

99019 943514 546 1463172 864 5869 661 44°15'09 806352 N 114°40'41 266517 W 5828 6339 1/2" IR w/YPC

State Plane coords were scaled to project datum using an average datum adjustment factor of 1.0002959676 To scale coordinates to Idaho Central State plane add 0.0 to the northing and 0.0 to the easting.Then multiply by the average combined scale factor of .99970412 ee t

-M ar -2

4:

P M

D es ig ne d by

99019 943514.546 1463172.864 5869.661 44 15 09.806352 N 114 40 41.266517 W 5828.6339 1/2 IR w/YPC

99020 942990.065 1462814.676 5874.070 44°15'04.599490 N 114°40'46.126580 W 5833.0467 1/2" IR w/YPC

99021 942688.596 1461942.297 5879.299 44°15'01.551973 N 114°40'58.073882 W 5838.266 1/2" IR w/YPC

99022 943213.918 1461673.415 5878.742 44°15'06.715807 N 114°41'01.826906 W 5837.709 1/2" IR w/YPC

99023 943788.424 1461508.368 5875.620 44°15'12.373692 N 114°41'04.159559 W 5834.57 1/2" IR w/YPC

99024 944186.177 1461133.876 5872.725 44°15'16.269410 N 114°41'09.348869 W 5831.6586 1/2" IR w/YPC

99025 944520.747 1460584.618 5871.759 44°15'19.526875 N 114°41'16.931614 W 5830.6766 1/2" IR w/YPC

99026 945005.767 1460056.064 5903.532 44°15'24.271139 N 114°41'24.247562 W 5862.4265 1/2" IR w/YPC

99027 945519.392 1459776.413 5945.651 44°15'29.318355 N 114°41'28.148202 W 5904.5291 1/2" IR w/YPC

99028 945808.783 1458801.358 5957.991 44°15'32.093927 N 114°41'41.575324 W 5916.839 1/2" IR w/YPC

99029 945891.036 1458522.263 5949.495 44°15'32.882578 N 114°41'45.418645 W 5908.3366 1/2" IR w/YPC

99030 946108.135 1458213.414 5931.030 44°15'34.999878 N 114°41'49.686420 W 5889.8592 1/2" IR w/YPC

99031 946273.173 1457901.894 5916.356 44°15'36.602971 N 114°41'53.984897 W 5875.1748 1/2" IR w/YPC

\p w

_p ro du ct io n\ dm s4

ID

_P

FH

_2 6-

1( 1)

_g ro un d co nt ro l s he et

.x ls

]S h

SURVEY CONTROL

c:

\m yf ile s\

SURVEY CONTROL

582058205820

58255825

58355835

58455845

55855

58655865 shoulder

Normal paved

102+30 to 104+25

TURNOUT DETAIL

R3

GPS

N

Edge of roadway

NOTE

See turnout typical section sheet C.3 for pavement structure.

4 5

R1

R2 R4

R5

R ty p

R ty p

R

E.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if ic .d

M a r ti n

C o n r

C h e c k e d b y

D e s ig n e d b y

C

M P O

U T

L E

T

5820 5825

58655865

5880 5880

Normal paved shoulder

TURNOUT DETAIL

123+46 to 126+75

R3

99015

GPS

N

Edge of roadway

NOTE

See turnout typical section sheet C.3 for pavement structure.

R1

R2 R4

R5

4 5

R

E.2

STATE PROJECT

J u n e

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if id .d

M a r ti n

C o n r

C h e c k e d b y

D e s ig n e d b y

57’

13’

15801-0000 mgal 1,473

15703-1000 Soil erosion control, soil stabilization acre 4.6

UNIT

Watering for dust control

ITEM NUMBER DESCRIPTION QUANTITY

EROSION/SEDIMENT CONTROL MEASURES

BASE SCHEDULE

STATE PROJECT

PFH 26-1(1) F.1ID

D

C he ck er

NUMBER

SHEET

ITEM 15705-0100

SOIL EROSION CONTROL,

SILT FENCE

TEMPORARY EROSION/SEDIMENT CONTROL QUANTITIES

BASE SCHEDULE

QUANTITY

(LNFT)

ITEM 15705-1500

SOIL EROSION CONTROL,

SEDIMENT WATTLE

LOCATION

RIGHT

QUANTITY

(LNFT)

LOCATION

LEFT

LOCATION

RIGHT

QUANTITY

(LNFT)

C C on ra d

7/

C he ck e

INLET

860 60 150

1,120 60 750

460 60 110

150 60 90

130 60 130

240 60 160

300 60 560

690 60 240

320 60 180

60 500

60109+21 83

123+25 to 127+50

112+10 to 118+60

107+50 to 110+00

120+29 to 123+25

95+25

101+10

89+30 to 93+58

78+00 to 88+56

62+50 to 71+00 67+78

6082+05

96+96 to 98+20

99+70 to 101+90

94+30 to 95+70

89+00

90+75

CHECKDAM

73+68

95+70 to 96+96

6096+00

86+95 60

61+00 to 62+50

88+56 to 89+30

71+00 to 78+00

93+58 to 94+30

110+00 to 112+10

60 98+20 to 99+70

101+90 to 107+50

118+60 to 120+29

104+96.32

107+67.08

-A ug -2

:5

D es ig ne d by

60 NOTE:

4,270 1,020 2,870

1. See sheet F.2-F.7 for location of erosion control items.

118+38 60

110+88.75

120+19 60

4,910

109+21.83

TOTALS

1,020

4,270

60119+00

111+64

SUBTOTALS

\p w

_p ro du ct io n\ dm s4 if0 qa .x ls ]S he et

TABULATION OF

EROSION/SEDIMENT

c:

\m yf ile s\

O O /

CONTROL QUANTITIES

58305830

5830 5830

30 5830

583558355835

584058405840

58455845

58455845

58505850

585558555855

58655865

58705870

58755875

58755875

5880 5880

5890 5890

5895 5895

5895 5895

5900 5900

5910 5910

5915 5915

15 5915

5920 5920

20 5920 59

5925 5925

5930 5930

5935 5935

5935 5935

5935 59

0 5940

50 5950

5960 5960

5970 5970

5975 5975

5975 5975

5980 5980

5980 5980

5985 5985

5990 5990

5995 5995

6000 6000

6005 6005

6005 6005

5 6005

6010 6010

6010 6010

10 6010

601060 15 6015

60156

6020 6020

6025 6025

5 602

6030 6030

5 6035

6040 60

5 6055

6055606

6060 606

5 60

6075 60

6085 6085

5 5815

58205820

55825

582558

25 5825 5825

58305830

0 5830

58755875

5890 5890

5895 58

5900 5900

00 5900

5915 5915

5920 59

25 5925

35 59

5940 5

0 59

45 5945

50 59

0 59

5990 59

5 6

6065 6065

6070 6070

6075 6075

0 6

90 6

6100 6100

0 61

6105 6105

05 6105

61106

0 6120

6140 61

5 6145

6150 61

06155

606165

61706175

6190 6190

6195 6195620 0 620

0 8

61+00 TO 90+00

PLAN

EROSION/SEDIMENT CONTROL

see sheets F.7

Silt fence see sheets F.5-6

Sediment wattle see sheets F.5-6

Sediment wattle see sheets F.7

Silt fence see sheets F.7

Silt fence

N

N see sheets F.5-6

Sediment wattle

Do not disturb

Do not disturb see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection

Construction limits

Construction limits

Construction limits

Construction limits see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection

F.2

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if q b .d

C h e c k e d b y

D e s ig n e d b y see sheet F.5 for details

Install sediment wattle check dams see sheet F.5 for detailscheck dams

Install sediment wattle see sheet F.5 for details

Install sediment wattle check dams see sheet F.5 for details

Install sediment wattle check dams

BEGIN PROJECT

61+00

KETCHUM-CHALLIS HIGHWAY

ID PFH 26-1(1)

El=5,876.80

E= 1,461,486.534

N= 943,870.223

5 5805

55805

5 5810

58105810

58105810

5810 58

15581558

5815 5815

58205820

58205820

58205820

0 5820

5 5

5825 5825

58355835

5835 583

58405840

58455845

58455845

58455845

58505850

585058

58555855

586058

586558655865

586558

58705870

587558755875

5880 5880 5880

0 5880

5880 58

5890 5890 5890

5895 5895

5895 589 5 5895

5895 5895

5900 5900

5900 5900 590

5905 5905

5905 5905

5910 591

10 5910

15 591

5915 5915

5920 5920

5925 59

5 5925

0 5930

5935 5935

5935 5935

5940 5940

5940 5

5945 594

5945 5

5 5945

5945 5

0 59

5955 5955

5960 5960

0 597

5975 59

5980 5980

0 5980

5990 5990

5995 5995

5995 5

6005 6005

6005 6

6010 6

6035 6035

0 60

6055 6

6075 6

60856090

6095 6095

6115 6

6115 6

25 61

0 61

6165 6

5805 5805

05840

58455845

5850 5

05850

58555855

55855

58605860

5870587

755875

5 5885

5885 5885

5890 5890

5895 5895

10 5910

5910 5910

5915 5915

5 5915

5920 59

5925 592

5945 5945

5955 5955

5960 59

6000 6000

10 6010

6040 6

5 6045

P C

.2

P T

.6

P C

.8

P T

.8

P C

.1

P T

.3

P C

.9

P T

.8

P C

.5

P T

.8

P C

.4

90+00 TO 120+00

PLAN

EROSION/SEDIMENT CONTROL

see sheets F.7

Silt fence see sheets F.7

Silt fence see sheets F.7

Silt fence see sheets F.7

Silt fence see sheets F.7

Silt fence see sheets F.5-6

Sediment wattle

N

N see sheets F.5-6

Sediment wattle see sheets F.5-6

Sediment wattle see sheets F.5-6

Sediment wattle see sheets F.5-6

Sediment wattle see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheet F.5 for details

Install inlet protection see sheets F.5-6

Sediment wattle see sheets F.5-6

Sediment wattle

Construction limits

Construction limits

Construction limits

Construction limits

F.3

STATE PROJECT

u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if q c .d

C h e c k e d b y

D e s ig n e d b y see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle checkdams checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle see sheet F.5 for details

Install inlet protection checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle checkdams see sheet F.5 for details

Install straw wattle

95 5795

10 5815

05860

58655865

5880 5880

5890 5890

15 5915

5930 59

35 593

5 595

0 59

40 2

120+00 TO 127+50

PLAN

EROSION/SEDIMENT CONTROL

P O

C

See sheet F.7

Silt fence

See sheet F.5-6

Sediment wattle

N

Construction limits

Construction limits see sheet F.5 for details

Install inlet protection

F.4

STATE PROJECT

u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if q d .d

C h e c k e d b y

D e s ig n e d b y see sheet F.5 for details

Install sediment wattle checkdam

END PROJECT

127+50

KETCHUM-CHALLIS HIGHWAY

ID PFH 26-1(1)

El=5,858.59

E= 1,466,120.563

N= 943,769.641

O SCALEN

Toe of fill

LC

FOOTNOTE:

TYPICAL SEDIMENT CONTROL AT FILL SLOPES

Toe of fill

Edge of roadway

Flow Flow

Roadway centerline

TYPICAL SEDIMENT CONTROL AT CULVERT INLET

F.5

STATE PROJECT

NUMBER

SHEET

ID PFH 26-1(1)

A u g

A

M if q f.

d g n

U

S S u r ft e c k e d b y

C o n r s ig n e d b y

WATTLE CHECKDAM DETAIL

AND SEDIMENT

SEDIMENT CONTROL

checkdam

Sediment wattle wattle

Place sediment

Place sediment wattle pipe culverts.

Extend placement of sediment wattle around the top of in ditch line or at toe of slope

Center sediment wattle check dam

Flow checkdam

Sediment wattle

See detail A

Ditch line

DETAIL A

3’ (typ.)

Varies, see Sheet F.2-4

5’ (typ.)

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 9/2007

REVISED:

Drive stakes at each end and at 4’ spacing

(ft)

(ft)

SEDIMENT WATTLE

W157-20

Excavate trench 2"

1" x 1" Wood stake

NUMBER

SHEET

STATE

F.6

PROJECT

A p r il

U m y fi le s p w p r o d u c ti o n d m s if q e .d g n

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

NO SCALE

Flow direction to end, without overlapping the ends

Abut adjacent wattles tightly, end

Install wattles snugly into trench.

water from flowing around the wattle

Provide sufficient length to prevent soil to ground level

Backfilled and compacted

Fl ow conditions.

Use drainage ditch installation only in low flow permanent installations.

wattle while staking. Live stakes may be used for until wattle is secure to slope. Do not crush

T o e o f fi ll s lo p e

Existing ground

Slope

Sediment wattle

Stagger joints (typ.)

Sediment wattle

Existing ground (typ.)

Step 2: Backfill soil against wattles

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow for each wattle

Stakes requiredWattle length

PLAN

Spacing Slope

WATTLE SPACING

STAKES REQUIRED

and install wattles

Step 1: Excavate trench disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

Direction of runof f from distur bed area s

2.

1.

along contours.

Install wattles

PROPERLY STAKED AND ENTRENCHED WATTLE

WATTLE STAKING DETAIL

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Stake and entrench wattle larger than wattle

3’ min.

3’ min. or t o m in

M in

3" to 5" sp ac in g ch ar t

S ee w at tl

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

Backfilled and compacted soil

(undisturbed)

Existing ground

3.

2.

1.

F.7

STATE PROJECT

ID PFH 26-1(1)

u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s if q h .d

C h e c k e d b y

D e s ig n e d b y

SILT FENCE DETAIL

6 ft. (max.) spacing without support.

10 ft. (max.) spacing with fence support.

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer’s type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, Varies

Varies fo r s p a c in g

S e e n o te

WALL QUANTITIES

BASE SCHEDULE

STATE PROJECT

PFH 26-1(1) G.1ID

M

M ar te ne z

8/

12 NUMBER

SHEET

62+50 71+00 853 RT 6,103 537 537 2,908 2,793 154

78+00 88+56 1,065 RT 7,998 712 712 3,428 3,395 223

89+30 93+58 425 RT 3,725 344 344 1,992 1,906 112

94+30 95+70 141 RT 1,005 89 89 452 434 37

96+96 98+20 123 RT 961 87 87 1,998 455 26

99+70 101+90 220 RT 1,871 172 172 887 891 49

ITEM 56601-0000

SHOTCRETE,

SHOTCRETE STAIN

(SQYD)

LENGTH

(FT)

ITEM 25501-1000

MECHANICALLY

STABILIZED

EARTH WALL,

WELDED WIRE FACE

(SQFT)

STRUCTURAL

EXCAVATION

(CUYD)

SELECT

GRANULAR

BACKFILL

(CUYD)

LOCATION SIDE

ITEM 25210-0000

ROCKERY

(SQYD)

BASE SCHEDULE

ITEM 56601-0000

SHOTCRETE,

SCULPTED MSE WALL

FACE

(SQYD)

CONSERVED

EXCAVATION

(CUYD)

REMARKS

See sheets G.2- G.25 for details

ROCK

(CUYD)

(FOR INFORMATION ONLY)

C C on ra d

6/

C he ck ed b y:

107+50 110+00 247 RT 1,659 144 144 827 766 58

112+00 118+60 654 RT 4,362 376 376 2,024 1,988 140

120+30 123+25 295 RT 1,945 167 167 842 844 60

75+00 77+50 234 LT 190 658 30 381 345

190 29,629 2,628 2,628 16,015 13,500 1,240 345TOTALS

See sheets G.26- G.27 for details

-S ep -2

9:

A M

D es ig ne d by

\p w _p ro du ct io n\ dm s4

W al l_ Q ua nt iti es

.x ls

]G .1

M S E

Q ua nt it ie s

TABULATION OF

WALL

c:

\m yf ile s\

WALL

QUANTITIES

TYPICAL SECTION

MSE WALL

Geotextile, type 1-A

Shotcrete facing, thickness varies

1:2

:1 w a ll e x ca v a tio n slo p e

TYPICAL SECTION

MSE WALL

See detail sheet G.3 reinforcement

Geogrid

18" welded wire facing form elevation

Top of wall granular backfill

Select

CL

MSE DRAIN DETAIL

Geogrid reinforcement See detail sheet G.3

See detail this sheet

MSE drain

Geotextile lap (typ.)

9"

Geotextile, type 1-A (non woven)

(12" minus)

Conserved excavation m in e m b e d m e n t shown in cross sections Toe of wall location

4’ geogrid lap

Reinforcment length, L

2% min

4" preforated drain pipe

(non woven) Geotextile, type 1-A reinforcement

Geogrid backfill Granular granular backfill Select facing Shotcrete of 2’ overlap of geotextile type 1-A, provide minimum Geotextile non-woven at outlet Install rodent guard

NOTE:

FOOTNOTE:

9. Maximum reinforcement…