Silvies-Hopper_Lane_Reconstruction_Signed_and_Sealed_Plans.pdf

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br.

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col.

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culv.

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lat.

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long.

LPSM

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total central angle curve central angle diameter spiral central angle abutment average daily traffi c ahead approach back bench mark balance point bridge bearing center to center centerline clear corrugated metal pipe column concrete connection construction joint continuous point of curve to spiral centers cubic foot (feet) culvert cubic yard(s) diameter design hourly volume diameter diagonal diaphragm distance drawing(s) east superelevation rate elevation with number elevation embankment edge of pavement equation edge of road edge of water excavation expansion joint finish flange square foot cubic foot (feet) footing gage (gauge) galvanized headwall hexagon high water inside diameter joint length of curve lamination latitude linear foot (feet) longitudinal Jump sum length of spiral left low water

NOTE:

M.L.

M.P.

mat/.

max.

MGAL

min.

mon.

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NC

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OD

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PC

PCC

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pl.

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POS

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pvmt.

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R/W rdwy.

reinf.

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rt. or RT rte.

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sec.

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spa.

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w yd2 yd3 main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed vehicles per hour vertical point of intersection west square yard cubic yard(s)

1. Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¥., Section Line

-Y.i Section Corner (Found, Projected)

Yi6 Section Line

Yi6 Section Corner (Found, Projected)

Property Line w/ Found Property Comer

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

3:.L:l ~6 lS o 11·

SEC.

3~1

----P/L--~-----P/ L---

( 400 )

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/ / / / NWR / / / / NWR / / / / NWR / / / / NWR / / / /

_.....------... ........--:. 0 0 0

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EL. 1234.56

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CP

I STATE I PROJECT

I OR I GRANT 73(1}

I SHEET

NUMBER

I A.2

North Arrow ----t$n.-~-- z

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

Top of Cut Toe of Fill Transition

EXISITNG

>1- -x--x~ c = r = :r=z=::x:=::r=:x:=1

PROPOSED

wall face Retaining Wall - -v v v y---., - --,--,~-,--,--,-

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/ Above Ground Utilities

[>---- ----- - 'V

~-------- -'V-

(0~ 1)--- ---- -- - Av-l--------t

-- - --IUOf----

:f--- - --'V-

@)f--- ---"v-

I I

-----lUDI---

-- - P - -- P - -- P ---P--

Underground Utilities - - -; w >-- - -i w 1- --1 w w 1--

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W =water

Poles (Power, Telephone, Joint Use, Light, Support w/ Anchor) ___.;}

Miscellaneous Utility Features Or T •

EM= electric meter, T =telephone pedestal, TV= CATV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of- Way Line with Monument

Permanent Easement

Construction Easement

Riprap

NO SCALE

r---- - 1

L _ -- , _ )

_ -0- R/W __

___ P/ E __

- no symbol -

R/W

P/ E

TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

1---.::.DET::c.::Al.::.L .::.AP.::.PR..:O.::.VE::D.::.FO.::.R.::.U::S.::.E..:121/_::20::.0:_I --~I DETAIL REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1

Varies slope varies

Approximate \ existing ground

2 '

Shldr

24'

10' Traveled way 10' Traveled way 2'

Choker aggregate (See note 2)

- Match existing

Existing and/or repaired roadway surface l Prime coat,Y method 1

Shldr

Fog seal

Match existing -

Open-graded Emulsified asphalt pavement, 4" min. compacted depth (2 equal lifts)

TYPICAL SECTION

100+21TO254+70

1--/-3( /1 g

Edge of pavement (Typ)

Varies

Safety Edge (Typ), See detail this sheet

STATE PROJECT SHEET

NUMBER

OR GRANT73(1

NOTES:

1. Existing pavement width and depths vary.

2. Apply choker aggregate at the top of each emulsified asphalt concrete lift.

FOOTNOTE:

Y Apply prime coat, method 1 at surface of existing pavement and top of roadway aggregate, method 2 for patch .

C.l

- - \_ Approximate existing ground slope varies

Varies

Edge of pavement

Open-graded Emulsified asphalt pavement

SAFETY EDGE DETAIL

-\__ Approximate existing ground slope varies

TYPICAL SECTION

24 ' rr ' -=1...:.0_' _T,-,_a_v_e_le_d_w~ay.__ _ _ ..i. __

Edge of pavement (Typ) ~ r

I -- Match existing

Sawcut i existing, asphalt I

---i

2' 10' Traveled way

Tsh/d, Open-graded Emulsified asphalt pavement

Match existing _

STATE PROJECT SHEET

NUMBER

OR GRANT 73(1) C.2

l ' r4""

Grade to match existing

Approximate existing ground slope varies

'-- Varies .Y

Existing roadway surface

1 L (Typ)

Separation stabilization geotextile, Class 1, Type E

Roadway Aggregate, Method 2, 12" compacted depth (min.)

Varies (See Plan Sheets) Area of Measurement and Payment

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

24'

Edge of pavement (Typ) 2' 10' Traveled way

Approx;~~~ 7 existing ground slope varies

Shldr

Existing roadway surface

Sawcut existing -asphalt

Geog rid, stabilization

Separation stabilization geotextile, Class 1, Type E

10' Traveled way 2' 2'

Open-graded Emulsified asphalt pavement

Shldr

Roadway Aggregate, Method 2, 24 " compacted depth (min.)

Varies (See Plan Sheets) Area of Measurement and Payment

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

- Varies .Y

Approximate existing ground slope varies

NOTE:

1. Existing pavement width and depths vary.

FOOTNOTE:

11 Determine slope in field to achieve minimum noted width.

Approximate existing ground slope varies

ASPHALT CONCRETE PAVEMENT PATCH

DETAILS

i -0 ., c .5!'

Approximate existing ground slope varies

0.5' .

Safety Edge (Typ), - See detail sheet C.l

Yvaries

2'

I Shldr

3 '

Area of Measurement and_ !'_a_,_y_m_e_n_t_~-----

24'

10' Traveled way

Sawcut existing asphalt

- Match existing

- Roadway Aggregate, Method 2, 6" compacted depth (min.)

Separation stabilization geotextile, Class 1 Type E

10' Traveled_w--'ay'--_ _ ._._2_' ..;

Shldr

Match existing -

Open-graded Emulsified asphalt pavement

Existing roadway surface

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3

Edge of pavement (Typ)

--~ :P:~x;mare existing ground slope varies

STATE PROJECT

OR GRANT 73(1)

NOTE:

1. Existing pavement width and depths vary.

FOOTNOTE:

SHEET

NUMBER

C.3

Y Determine slope in field to achieve minimum noted width .

ASPHALT CONCRETE PAVEMENT PATCH

DETAILS

f Existing roadway surface

Varies (See Plan Sheets) ~ r--- Area of Measurement and Payment

.l9 gi co

Sawcut existing asphalt

~------R_oad~ay Stationing

LONGITUDINAL TRANSITION - ASPHALT

CONCRETE PAVEMENT PATCH, TYPE 1

Varies (See Plan Sheets) Area of Measurement and Payment

Sawcut existing asphalt

Roadway Aggregate, Method 2

Roadway Stationing

LONGITUDINAL TRANSITION - ASPHALT

CONCRETE PAVEMENT PATCH, TYPE 2

Open-graded Emulsified asphalt pavement

Open-graded Emulsified asphalt pavement

STATE PROJECT

OR GRANT 73(1)

TRANSITION DETAILS

SHEET

NUMBER

C.4

Match existing pavement

Open-graded Emulsified asphalt pavement g

Sawcut existing asphalt

56' Transition

Roadway Aggregate, Method 2

LONGITUDINAL TRANSITION - ASPHALT CONCRETE

PAVEMENT PATCH, TYPE l TO HIGHWAY 395

Sawcut existing asphalt

30' Transition

Roadway Aggregate, Method 2

LONGITUDINAL TRANSITION - ASPHALT CONCRETE

PAVEMENT PATCH, TYPE l TO CATTLE GUARD

Open-graded Emulsified asphalt pavement

\ Ex;'""• cattle guard

STATE

OR

PROJECT

GRANT 73(1)

TRANSITION DETAILS

SHEET

NUMBER

c.s i 'O ., c

BID I TEM NUMBER

z 0 J:

~ I-l'.> u z

0 ~ ...J

Begin End FT 100+21 100+77 56 103+04 103+63 59 104+77 105+05 28 109+07 109+83 76 111+71 112+33 62 112+42 112+80 38 113+0 5 113+95 90 114+96 116+75 179 116+75 117+79 104 119+61 120+29 68 120+49 121+49 100 140+44 141+06 62 141+44 141+61 17 141+61 142+16 55 144+49 144+80 31 144+80 145+61 81 148+45 148+73 28 150+99 151+46 47 154+22 156+14 192 157+88 158+ 17 29 158+96 159+09 13 165+09 166+27 118 171+67 172+18 51 172+18 173+01 83 174+45 174+99 54 174+99 176+11 112 178+64 183+41 477 184+19 185+71 152 189+48 190+ 71 123 194+99 195+99 100 199+99 202+01 202 203+79 206+01 222 206+99 207+57 58 211+89 212+29 40 212+73 213+49 76

219+88 4 .17 232+20 232+54 34 240+52 240+71 19 246+42 250+1 7 375 250+65 251+47 82 254+40 254+70 30

Where needed acco rding to the edge widening plan, see SCR 152 13489 Total

41801-1000

Asphalt J: Concrete I- 0 Pavement -3 Pa tch, Type 1

FT SQYD

26 162 8 53 8 25

26 180

7 30 13 130 13 259 26 301

15.5 118 13 145 8 56

26 50 13 80 26 90 13 117 13 41 13 68 13 42

11.5 17 9 118

26 148 13 120 13 78 26 324 13 689 26 440

3.5 8 180

26 642 8 52

8.5 38 26 220

3.33 2 13 50 13 28 26 1084

9 82 26 87

3.5

REPAIR TABULATION SHEET

41801-2000 41801-3000 For information only For information only

Asphalt Asphalt Concrete Concrete Pavement Pavement Roadway Aggregate, Patch, Type 2 Patch, Type 3 Roadway Excavation Method 2

SQYD SQYD CUYD CUYD

52 52 15 15

7 7 119 68 68

57 57 8 8

40 4 0 79 79 96 96 37 37 44 44 16 16 16 16 24 24 29 29 36 36 12 12 21 21

598 370 370 13 13

5 5 35 35 47 47 37 37 24 24

104 104 212 212 141 141

383 109 109 39 6 6

52 52 206 206

15 15 11 11 70 70

1 1 15 15 8 8

347 347 24 24 28 28

5246 815 815 1100 5285 3355 3355

For information only

Separation- Stabilization

Geotextile, Class 1, Type E

SQYD

For information only

Geogrid, Stabilization

SQYD

STATE PROJECT

OR GRANT 73(1)

SHEET

NUMBER

D.l

TABULATION OF REPAIR QUANTITIES

~ STATE

N OR

'O

"' ll:i s

ITEM 30201-1000 ROADWAY ITEM 40601-0000 ITEM 60704-000

AGGREGATE, METHOD .1 FOG SEAL CLEANING CULVERT IN PLACE

LOCATION SIDE QUANTITY REMARKS (CUYD)

LOCATION QUANTITY REMARKS (TONS) LOCATION SIDE QUANTITY

REMARKS (EACH)

100+21 254+70 LT 199 Does not include Approaches 100+21 I 254+70 18 126+70 RT 1

100+21 254+70 RT 199 Does not include Approaches 156+34 RT 1

101+05 LT 2.5 Approach 188+75 1 Si/vies-Hopper Lane 101+ 05 RT 2.5 Approach 196+65 RT 1

123+59 LT 2.5 Approach 197+02 LT 1 126+70 RT 2.5 Approach 136+85 LT 2.5 Approach 156+34 RT 2.5 Approach

ITEM 41101-1000

PRIME COAT, METHOD 1

209+60 1 Si/vies-Hopper Lane 248+18 1 Si/vies-Hopper Lane

Total 7

166+98 LT 2.5 Approach 171+92 RT 2.5 Approach LOCATION QUANTITY REMARKS (TONS) 184+72 LT 2.5 Approach 100+21 I 254+70 35 196+65 RT 2.5 Approach 197+02 LT 2.5 Approach 212+46 LT 2.5 Approach 219+74 RT 2.5 Approach

ITEM 63401-0300 PAVEMENT

MARKINGS, TYPE B, SOLID

225+65 LT 2.5 Approach 230+60 RT 2.5 Approach 246+34 RT 2.5 Approach 250+99 LT 2.5 Approach

Total 440.5

ITEM 41702-0000 OPEN-GRADED

EMULSIFIED ASPHALT PAVEMENT

LOCATION QUANTITY REMARKS (TONS)

LOCATION SIDE QUANTITY

REMARKS

(LNFT)

100+25 254+70 LTCL 30890 Yellow (2 coats) 100+25 254+70 RTCL 30890 Yellow (2 coats 100+45 254+70 LT 30850 White (2 coats)

100+21 I 254+70 9187 Assumes 145.2 lb/fl/'3 100+45 254+70 RT 30850 White (2 coats) Total 123480

ITEM 30302-1000 DITCH

RECONDITIONING QUANTITIES

LOCATION SIDE QUANTITY REMARKS

(LNFT)

ITEM 41707-0000

CHOKER AGGREGATE ITEM 63403-0200 PAVEMENT

MARKINGS, TYPE .B

151+50 156+50 LT 500

151+50 156+50 RT 500

206+99 209+80 LT 281

LOCATION QUANTITY REMARKS (TONS)

100+21 I 254+70 103 Assumes 5 lb/SY

LOCATION QUANTITY

REMARKS (SQFT)

100+25 20.0 Stop Line (2 coats)

222+90 223+80 LT 90

237+00 245+00 LT 800

237+00 245+00 RT 800

Total 2971

TABULATION OF REPAIR QUANTITIES