CA ERFO KLAMATH NF 17N11(1) - Plan Set - Final - 2022-02-09.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2022.03.04 15:44:31 -07'00' jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

:2

A

M

O c to b e r

S h e e t

N C

A \e rf o n (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ s y m

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIAL PLAN

STATE PROJECT

NUMBER

SHEET

CA

CA ERFO KLAMATH NF 17N11(1)

A2

UPPER DOOLITTLE & MILL CREEK BRIDGES

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

N

CP

36 31

36 31

0.00EL.

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS 1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS :2

O c to b e r

S h e e

C

A \e rf o n (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ s y m

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIAL PLAN

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIAL PLAN

STATE PROJECT

NUMBER

SHEET

CA

A3

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 11/10/21 SJS

:3

J a n u a r y

S u r v e y

C o n tr o l

C A

\e r f o n

\R o a d w a y

\C A

D D

S h e e ts

\A G e n s h t\ S u r v e y

C o n tr o l_ S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SURVEY CONTROL

STATE PROJECT

NUMBER

SHEET

CA

A4

Creek Bridge

Upper Doolittle

18N15

Mill Creek Bridge

Camp

Happy

17N11

17N16

17N11

G r a y b a c k

R d

G ra y b a ck R d

G ra y b a ck R d

N

N

17N47

N

N

18N24 hazard trees may be in effect.

access both bridge ends at both locations. Road closures due to

1. Coordinate with CO and Forest Service for latest and clear routes to

Note:

SITE MAP

:2

P

J a n u a r y

S it e M a p

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

S it e M a p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

A5 approx. 9"

Existing aggregate base depth pavement)

(top of

Profile grade pavement

3" Asphalt concrete

9" Roadway Aggregate, Method 2

See Detail A

3. Rounded cut slope limit

Slope stake

1:4

DETAIL A

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway Aggregate, Method 2

Construct 30° pavement edge (safety edge) base

Aggregate for structural details

See Proposed Typical Section

8" block

Hinge point

Finished grade for guardrail details

See Standards and Specials 617

Existing ground limit

Slope stake

Method 2

12" Roadway Aggregate, 2.

Fill slope

1:4

Varies Varies

Average 14 ft

Sta 0+00 to 5+50

EXISTING TYPICAL SECTION

Sta 4+10 to 4+50.16

Sta 3+00 to 3+40

PROPOSED TYPICAL SECTION

-2% Normal crown -2% Normal crown

2% min. superelevation 6% max. superelevation

METHOD OF SUPERELEVATION ON CURVES

See Cross Sections for cross slope grade changes the actual cut height.

cut heights less than B, reduce the B and F dimensions to

Round all earth slopes and all rippable rock slopes. For 3.

See the cross sections for cut and fill slope ratios. 2.

stability.

adjusted by the CO to assure adequate drainage and excavation and embankment slope ratios may be

The gradient and width of roadway ditches and the 1.

NOTE:

2.

Cut slope ditch

Graded Traveled way Traveled way

SubgradeSubgrade

8'4'3' 8' p a v e m e n t tr a v e le d w a y

E d g e o f

Variable fill slope

TYPICAL SECTION

MGS GUARDRAIL

Support

Lateral

See Guardrail Summary for locations

1:4 5' and clearing limits Seeding

12'12'and clearing limits Seeding

7' Clear zone

Construction limits

F=5'

B=5' 5'

7' Clear zone from 12 to 16 ft Existing width varies

4'

0.0130.015TOTALS (mi)

7080.16TOTALS (ft)

--40.164+10 to 4+50.16

70--3+40 to 4+10

--403+00 to 3+40

(ft)

Bridge

(ft)

Roadway Station to Station

LENGTH OF PROJECT

30°

0.43'

2'

T y p

BRIDGE APPROACHES

UPPER DOOLITTLE CREEK

TYPICAL SECTIONS

:2

J a n u a r y

D o o li tt le T y p ic

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

R ty p ic a l.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

A6

1:4

DETAIL A

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway Aggregate, Method 2

Construct 30° pavement edge (safety edge) base

Aggregate approx. 9"

Existing silty sand with gravel subgrade pavement)

(top of

Profile grade pavement

3" Asphalt concrete

6" Roadway Aggregate, Method 2

See Detail A

3. Rounded cut slope limit

Slope stake

Existing ground limit

Slope stake

8" block

Hinge point

Finished grade

Method 2

9" Roadway Aggregate, for structural details

See Proposed Typical Section for guardrail details

See Standards and Specials 617

-2% Normal crown -2% Normal crown

2% min. superelevation 4% max. superelevation

METHOD OF SUPERELEVATION ON CURVES

See Cross Sections for cross slope grade changes the actual cut height.

cut heights less than B, reduce the B and F dimensions to

Round all earth slopes and all rippable rock slopes. For 3.

See the cross sections for cut and fill slope ratios. 2.

stability.

adjusted by the CO to assure adequate drainage and excavation and embankment slope ratios may be

The gradient and width of roadway ditches and the 1.

NOTE:

Average 16 ft

Sta 1+50 to 8+00

EXISTING TYPICAL SECTION

of Roadway�Note: All stations are measured from

Sta 4+91.25 to 6+20 - 16' RT to 7' RT Transition (RT half of road only) Sta 4+81.7 to 6+20 - 10.5' LT to 7' LT Transition (LT half of road only) Sta 3+30 to 4+17.5 - 8' RT to 16' RT Transition (RT half of road only) Sta 3+30 to 4+27 - 8' LT to 10.5' LT Transition (LT half of road only)

Sta 3+00 to 3+30 - 16' Roadway Width (8' LT/RT)

PROPOSED TYPICAL SECTION

2.

Fill slope

1:4

Varies Varies 2.

Cut slope ditch Graded Traveled way Traveled way

SubgradeSubgrade

Varies 7' - 10.5'3'3' Varies 7' - 16'

1:4 Variable fill slope

TYPICAL SECTION

MGS GUARDRAIL

Support Lateral

See Guardrail Summary for locations p a v e m e n t tr a v e le d w a y

E d g e o f

30°

0.43' from 12 to 20 ft Existing width varies

5' and clearing limits Seeding

Varies 10' - 19'Varies 10' - 13.5'and clearing limits Seeding

6' Clear zone

Construction limits

F=5'

B=5' 5'

6' Clear zone

3'

0.0110.049TOTALS (mi)

60258.96TOTALS (ft)

--135.164+84.84 to 6+20

60--4+23.80 to 4+84.84

--123.803+00 to 4+23.80

(ft) Bridge

(ft) Roadway

Station to Station

LENGTH OF PROJECT

(T y p

2'

APPROACHES

MILL CREEK BRIDGE

TYPICAL SECTIONS

:4

J a n u a ry

M il l C re e k T y p ic

C

A \e rf o n

(1

R o a d w a y \C

A D

D

S h e e ts \A

-G e n s h t\

R ty p ic a l.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CA

A7

Sheet and Description

B2 B3 B4 B5 S2 S12

Surfacing Summary

Grading Summary

Miscellaneous Summaries

Miscellaneous Summaries

Doolittle Creek Bridge

Estimate

Mill Creek Bridge

Estimate Allowance

Bid Schedule

A0100 15101-0000 MOBILIZATION LPSM ALL

A0120 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 0.100 0.100

A0140 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All All ALL

A0160 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.100 0.100

A0180 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0200 15401-0000 CONTRACTOR TESTING LPSM ALL

A0220 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0240 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,350 150 1,500

A0260 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 100 600

A0280 20101-0000 CLEARING AND GRUBBING ACRE 0.383 0.017 0.400

A0300 20401-0000 ROADWAY EXCAVATION CUYD 1,320 80 1,400

A0320 20441-0000 WASTE CUYD 704 26 730

A0340 20801-0000 STRUCTURE EXCAVATION CUYD 60 20 80 Contract Quantity

A0360 20803-0000 STRUCTURAL BACKFILL CUYD 30 20 50 Contract Quantity

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 358 22 380

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 170 30 200

A0420 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 25 36 61 Contract Quantity

A0440 55401-1000 REINFORCING STEEL LB 2,200 3,500 5,700 Contract Quantity

A0460 55504-0000 PRE-FABRICATED STEEL BRIDGE (16'x68') LPSM All ALL

A0480 55504-0000 PRE-FABRICATED STEEL BRIDGE (28'x58') LPSM All ALL

A0500 56501-0200 DRILLED SHAFT, 24-INCH DIAMETER LNFT 204 240 444

A0520 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 200 200

A0540 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 8 8

A0560 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 100 Contract Quantity

A0580 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0600 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A0620 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A0640 62201-2750 MOTOR GRADER HOUR 20

A0660 62301-0000 GENERAL LABOR HOUR 20

A0680 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A0700 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0720 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 1,859 141 2,000

A0740 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 1,859 141 2,000

A0760 63301-0000 SIGN SYSTEM EACH 2 2

A0780 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8

A0800 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 40 40

A0840 63701-0000 FIELD OFFICE EACH 1

MileStone: 100% Date Completed: 02/09/22 Report Date: 02/09/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -F eb -2

:3 P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

N

C A \e rf o n (1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m su m m a ry

.x ls m ]S h ee t

STATE PROJECT

B1

CA ERFO KLAMATH NF

17N11(1)

CA

SHEET

NUMBER

:0

F e b r u a r y

S u r f a c in g S u m m a r y

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SURFACING SUMMARY

Asphalt concrete pavement......145.2 lb/ft3

Aggregate base......................139 lb/ft3

Values used for estimating purposes:

STATE PROJECT

NUMBER

SHEET

CA

B2

:3 e b r u a r y

G r a d in g S u m m a r y

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GRADING SUMMARY

STATE PROJECT

NUMBER

SHEET

CA

B3 e b r u a r y

M is c e ll a n e o u s S u m m a r ie s

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

CA

B4 e b r u a r y

M is c e ll a n e o u s S u m m a r ie s

C A

\e r f o n \R o a d w a y \C

A D

D S h e e ts

\B S u m m \B

S h e e ts

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

CA

B5

NAIL

STOP PILE

C P

2001FHWA-AC

STOCK PILE

C P

2002FHWA-AC

J H

P T

.0

NAIL

STOP PILE

C P

2001FHWA-AC

STOCK PILE

C P

2002FHWA-AC

J H

100'50'0

Scale in Feet

F lo w

ROADWAY PLAN AND PROFILE

UPPER DOOLITTLE CREEK BRIDGE

25' Type Tangent End Terminal

25' MGS Guardrail, &

Install 12.5' Transition Railing, Sta. 4+10 LT/RT

Sta. 4+10 End Bridge

25' Type Tangent End Terminal

25' MGS Guardrail, &

Install 12.5' Transition Railing, Sta. 3+40 LT/RT

Sta. 3+40 Begin Bridge

Upper Doolittle Creek�

Forest Route 17N11�

Exist. ground

Profile Grade

Elev. = 1,823.00' Sta. 3+40 Begin 70' Bridge

Elev. = 1,824.05' Sta. 4+10 End 70' Bridge

Station 4+50.16 End Reconstruction

Station 3+00 Begin Reconstruction

Station 5+00 End Project

Station 2+80 Begin Project

Use Alternative Grading detail) (See Sheet T1 for details, Existing roadbed to remain in-place Guardrail Approach widening Sta. 4+50.16 to 5+00 LT/RT

Use Alternative Grading detail) (See Sheet T1 for details, Existing roadbed to remain in-place Guardrail Approach Sta. 2+80 to 3+00 LT/RT

S °0

'4

"W

S44°41'24"W

S °4

'1

"E

S '3

"E e = ___ '34.47L = '17.65T = '65.00R =

(LT)30°23'18"Δ =

3+22.18PI

e = ___ '149.13L = '92.35T = '100.00R =

(LT)85°26'40"Δ =

5+32.49PI

e = ___ '49.26L = '24.98T = '120.00R =

(LT)23°31'18"Δ =

6+78.95PI

1+ .8

PT

3+ .5

PC 3

.0

T

.1

C

5+ .2

PT

6+ .9

PC

7+03.23 PT

2+

3+

6+

7+00

1+00 2+00 3+00 4+00 5+00 6+00 7+00

1,810 1,810

1,820 1,820

1,830 1,830

1,840 1,840

+1.500% +0.454%

,8

.6

,8

.6

E le v

,8

.7

V

P I

See Sheets S1-S10 70' Bridge Length

:2 e b ru a ry d o o li tt le

P la n

S h e e t]

C

A \e rf o n (1

R o a d w a y \C

A D

D D e s ig n \R o a d w a y S h e e ts

D o o li tt le

B ri d g e .d g n

STATE PROJECT

NUMBER

SHEET

CA

C1

N53°22 '33"E

CP

FHWA-AC

STOCK PILE

STOCK PILE

N

ROADWAY PLAN AND PROFILE

MILL CREEK BRIDGE

100'50'0

Scale in Feet

F lo w

& 25' Type Tangent End Terminal

Install 12.5' Transition Railing

Begin 10.5' to 7' LT EOP Transition

Rdwy.)�(based on Sta. 4+81.70

& 25' Type Tangent End Terminal 50' MGS Guardrail, Install 12.5' Transition Railing, Begin 16' to 7' RT EOP Transition

Rdwy.)�(based on Sta. 4+91.25

(See Sheets S11 - S20) End Bridge Sta. 4+84.84

End 16' to 7' RT EOP Transition Sta. 6+20

End 10.5' to 7' LT EOP Transition Sta. 6+20

Rdwy�

Bridge Chord� Mill Creek�

Begin 8' to 16' RT EOP Transition End 8' RT EOP Sta. 3+30

Begin 8' to 10.5' LT EOP Transition End 8' LT EOP Sta. 3+30

Begin 8' LT EOP Sta. 3+00

Begin 8' RT EOP Sta. 3+00

& 25' Type Tangent End Terminal 50' MGS Guardrail, Install 12.5' Transition Railing, End 8' to 16' RT EOP Transition

Rdwy.)�(based on Sta. 4+17.5

Rdwy�Existing ground @

Profile Grade

Elev. = 2,983.00' Sta. 4+23.80

(measured along Bridge Chord) Begin 60' Bridge

& 25' Type Tangent End Terminal Install 12.5' Transition Railing

End 8' to 10.5' LT EOP Transition Rdwy.)�(based on

Sta. 4+27

Elev. = 2,984.22' Sta. 4+84.84 (measured along Bridge Chord) End 60' Bridge

Easting (X): 6166052.325' Northing (Y): 2601947.129' Station 3+00 Begin Project/Reconstruction

Easting (X): 6166220.596' Northing (Y): 2602060.387' Station 6+20 End Project/Reconstruction

(See Sheets S11 - S20) Begin Bridge Sta. 4+23.80

C3

C4

C5

C6

C7

N '4

"W

N '2

"WN

'0

"W

S82°49'04"E

S '1

"E

3+00

6+00

7+00

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

2,970 2,970

2,980 2,980

2,990 2,990

3,000 3,000

3,010 3,010

+2.417% +2.000%

+5.43 7%

+2.000%

.5

' VC70

20K =

,9

.2

,9

.8

.7

S11 - S20) (See Sheets

60' Bridge Length

:3 e b ru a ry

M il l

P la n S h e

C A

\e rf o n

(1

R o a d w a y \C

A D

D

D e s ig n \R o a d w a y

S h e e ts

M il l_

C re e k

B ri d g e

.d g n

STATE PROJECT

NUMBER

SHEET

CA

C2

Steel or wood post

Fence support mesh (optional)

See note 5

Geotextile

Backfilled and compacted soil

See end posts detail

End posts posts detail

See end

End posts

Toe of slope Edge of shoulder

Edge of shoulder

Toe of slope

Silt fence

Existing ground

Silt fence See note 5

Geotextile

Staple or tie

Steel or wood post

Top of posts tied together

Posts driven tightly together

Steel or wood posts

Fasten fabric to posts each post one full turn

Fold geotextile around

Staple or tie

See note 5

Section B

Geotextile

See note 5

Section A

Geotextile

Limits of clearing

(undisturbed)

Existing ground

END DETAIL

NOTE:

1.Silt fence may be installed using machine slicing as approved by the CO. Install machine-sliced silt fence according to the manufacturer's recommendations.

2.Install silt fence to follow the ground contours as closely as possible.

3.As the slope is constructed, curve the silt fence up the slope to prevent water from running around the ends.

4.Post spacing with fence support mesh = 10 ft. (max.)

Post spacing without fence support mesh = 6 ft. (max.)

5.Furnish geotextile conforming to subsection 713.16(a).

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

Flo w

Fi ll slo pe See typical section sheet

Flow

ELEVATION

Flow

T o e o f s lo p e

PLAN

SILT FENCE INSTALLATION AT TOE OF FILL

ELEVATION PLAN

Fi ll sl op e

T o e o f s lo p e

Roadway

PLAN

A

A

Fill

Sheet flow

SECTION A-A

SILT FENCE AS PERIMETER CONTROL

END POSTS DETAIL

PLAN

PLAN

POSTS AT JOINTS

SILT FENCE

C157-50 m in m in m in

6" min.

6" min. trench

Varies

Varies for spacing See note 4

See note 3 See note 3

:0

S e p te m b e r

C

S h e

C A

\e r f o n

\R o a d w a y

\C A

D D

S h e e ts

\E

\C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

DETAIL APPROVED FOR USE

07/2020 08/2014REVISED:

STATE PROJECT

NUMBER

SHEET

CA

E1 side of fiber roll material on uphill

Place excavated Wood stakes

Fiber roll

Slope

Fill slope uphill side of fiber roll

Place excavated material on uphill side of fiber roll

Place excavated material on

Fill or cut slope

Stagger joints (typ.)

along contours

Install fiber rolls roll 2" min.

Trench fiber

Fiber roll table for length requirements

See Fiber Rolls at Culverts around culvert inlet

Install fiber rolls flared end section

Culvert inlet with end section with flared

Culvert outlet length requirements

Culverts table for

See Fiber Rolls at around culvert outlet

Install fiber rolls

Fiber Roll

See note 6 control runoff culvert as needed to

Install fiber rolls below

151V:2H and steeper

30Between 1V:3H and 1V:2H

45Between 1V:4H and 1V:3H

601V:4H or flatter spacing (ft)

Fiber Roll Maximum �9" Slope Gradient

FIBER ROLL SPACING TABLE*

NOTE:

1. Repair all rills or gullies and properly compact prior to installation.

2. Install fiber rolls along slope contours. For any 20' section of fiber roll, do not allow the fiber roll to vary more than 5% from level.

3.Stake fiber rolls in place with 1 "x 1" or 1" � wood stakes. Space stakes 4' o.c. max. on slopes and 2' o.c. max. culverts. Stake fiber rolls 6-inches from each end.

4. Drive stakes into undisturbed soil at least 12" deep. Expose stakes 2" above top of fiber roll.

5. For fiber rolls on bare soil, construct trenches parallel to the contour.

Place fiber rolls in continuous contact with trench bottom and sides.

Tamp soil backfill against upstream side of fiber roll to ensure storm water is forced to flow through fiber roll rather than under it.

6. Place fiber rolls all the way around the inlet when the disturbance is on both the road and around the culvert and all water entering the culvert is crossing the disturbance.

NO SCALE

FIBER ROLL JOINT DETAIL

D irection of ru n off

*Approximate spacing shown. Adjust spacing as needed dut to project-specific conditions.

FIBER ROLL LAPPING DETAIL

S lo p e

S ta k e

C le a ri n g

L im it

Flow

Trench 2" min.

FIBER ROLL AS PERIMETER CONTROL

INSTALLATION DETAIL

Flow

Trench 2" min.

STAKE DETAIL

FIBER ROLL SLOPE LAYOUT

Flow

Flow

Flow

SECTION A-A

FIBER ROLL

AT CULVERT INLET

FIBER ROLL

AT CULVERT OUTLET

A A

Flow

*Approximate length shown for rolls across the top of the culvert inlet only.

Adjust length as needed due to project-specific conditions.

3054" or larger

2030" to 48"

1024" or smaller

Fiber Roll length (ft)�9" Culvert Size

FIBER ROLL AT CULVERTS*

Pay lim its

Pay lim its ove rlap12" mi n.

m in m in spacing table See Fiber roll

Se e n ote

Se e n ote

FIBER ROLL

C157-55

:0

S e p te m b e r

C

-5

S h e

C

A \e rf o n

(1

R o a d w a y \C

A D

D

S h e e ts \E

-1

\C

-5

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

01/2011DETAIL APPROVED FOR USE

09/2020 12/2017REVISED:

STATE PROJECT

NUMBER

SHEET

CA

E2

BRIDGE PLAN & ELEVATION

1" = 10’-0" A

Drawing No. Description

BRIDGE DRAWING INDEX

ABUTMENTS

FOUNDATION PLAN

BRIDGE PLAN & ELEVATIONRG3233-A

RG3233-B

RG3233-C

RG3233-F

RG3233-I

RG3233-D

RG3233-G

SUMMARY OF BORING LOGS

TYPICAL SECTION

WINGWALLS

RG3233-E

GENERAL NOTES & ESTIMATE

RG3233-H

REBAR LIST

TRANSITION RAILING

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

7.9

11.8

11.9

12.9

1810.9

1813.4

1813.9

1814.1

Elevations are at profile grade @ C Rdwy.

No Scale

PROFILE GRADE DIAGRAM

L

PLAN

L

D o o li tt le C r e e k

EXP

(typ.)

C Rdwy.

1803.8 (abut.)

1803.3 (abut.)

P T

.0

P C

.1

PI 3+22.18

D

R = 65.00’

T = 17.65’

L = 34.47’

Profile Grade

ELEVATION

+1.500

Q100 WS El. = 1813.9

ABUT. 1 ABUT. 2

S1

Bridge Railing Post spa. (typ. both sides)

WINGWALL A WINGWALL C

WINGWALL B

WINGWALL D

W in g ty p

(typ. @ all 4 corners) Structure Transition Railing

"2 1" = 65’-72

121 spa. @ 3’-1 "4

12’-2 "4 12’-2

Grade = +1.500%

EXP

K. EIKERMANN

B. ROBINSON

at top of asphalt pavement.

Note: Deck elevations shown are

@ C Rdwy.

Approx. existing ground

L

El. 1823.00

Sta. 3+40.00

Begin Bridge

El. 1823.00

El. 1823.00

El. 1824.05

Sta. 4+10.00

End Bridge

El. 1824.05

El. 1824.05

Thrie Beam Bridge Railing with asphalt pavement fill.

structural steel decking with steel girders and

Modular steel bridge

(as required).

Bolted field splice

D. MICNHIMER 1 10

RG3233-J

S ta

.0

E n d B r id g e

Length of Bridge = 70’-0"

Gutterline (typ.)

Curve Data:

El. = 1819.50

Low chord

S. FEUZE

shafts (typ.).

min. of freeboard above 100 year water surface elevation.

Hydraulic capacity requirements: Bridge low chord provides 3 feet

= 1813.9 (measured at upstream face of bridge).

100 year water surface elevation used to determine freeboard

Note: Water surface elevations are at upstream face of bridge.

DRILLED SHAFTS

E l.

.6

S ta

.1

E l.

.7

S ta

.0

S ta

.0

B e g in B r id g

+0.454%

NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

1/

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A D il e s \D

G N

F il e s \r g p e .d g n

RG3233-

CA

KARL EIKERMANN

U.S. DEPARTMENT OF TRANSPORTATION

of

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

FS DRAWING R-1699

JANUARY 2022

NONE

S2

BB. ROBINSON

GENERAL NOTES & ESTIMATE

2 10

D. MICNHIMER

K. EIKERMANN

S. FEUZE

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

L

D o o li tt le C r e e k

C Rdwy.

P T

.0

PI 3+22.18

D

R = 65.00’

T = 17.65’

L = 34.47’

Profile Grade

ELEVATION

Q100 WS El. = 1813.9

ABUT. 2

@ C Rdwy.

Approx. existing ground

L

1" = 10’-0"B. ROBINSON

67’-0"

Sta. 3+40.00

Begin Bridge

Sta. 4+10.00

End Bridge

FOUNDATION PLAN

FOUNDATION PLAN

S ta

.5

C B r g

A b u t.

C R d w y

L L ty p

S ta

.5

C B r g

A b u t.

C R d w y

L L

1’-6"1’-6"

(typ.)

3’-0"

(typ.)

C3 10

S3

D. MICNHIMER

(typ.)

El. 1816.25

El. 1817.30

Curve Data:

Berm El. 1817.75 Berm El. 1818.80

W in g ty p

FOUNDATION NOTES:

Location

Abut. 1

FOUNDATION TABLE

Abut. 2

Load (@ top of shaft)

Max. Factored Shaft Axial Est. Shaft Tip Elev.

160 kips/shaft (Strength I)

160 kips/shaft (Strength I)

D r il le d s h a ft s p a ty p shaft (typ.)

(typ.).shafts

El. 1782.25

El. 1783.30

S. BELCHER

1800 ABUT. 1

for drilled shafts.

See Section 565 of Special Contract Requirements for additional information

Highway Division, Geotechnical Services Branch, Lakewood, Colorado.

Transportation, Federal Highway Administration, Central Federal Lands and Mill Creek Bridges, dated October 2021, prepared by U.S. Dept. of

For additional information see Final Geotechnical Report, Upper Doolittle

WINGWALL A

WINGWALL B WINGWALL D

WINGWALL C

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g f o u n d a ti o n .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

FS DRAWING R-1699

JANUARY 2022

STOP PILE

STOCK PILE

PLAN

L

D o o li tt le C r e e k

C Rdwy.

P T

.0

PI 3+22.18

D

R = 65.00’

T = 17.65’

L = 34.47’

WINGWALL A WINGWALL C

WINGWALL B

WINGWALL D

El. 1823.00

Sta. 3+40.00

Begin Bridge

El. 1824.05

Sta. 4+10.00

End Bridge

Curve Data:

BH21-01

BH21-02

TYPICAL TEST HOLE LOG

Boring No.

Location

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Depth Terminated

RQD

x x x

Elev.

with AASHTO T206 test (SPT) in accordance standard penetration

Blow count per foot with

LEGEND

TYPICAL TEST

HOLE SYMBOL

Plan View

SUMMARY OF BORING LOGS

1,780

1,785

1,790

1,795

1,800

1,805

1,810

1,815

1,820BH21-02

1,785

1,790

1,795

1,800

1,805

1,810

1,815

1,820

BH21-01

S4

ELEVATION

1817.00ft.

STA 3+45, 14 ft. RT

STA 3+99, 17 ft. RT 1817.80ft.

4 10 D

1781.7

1779.9

1" = 10’-0"

1,780

35.3

0.75

37.9

0.75

Approximate location of any sampled hole decomposed rock (SM) boulders, and

Silty sand with gravel, Gravelly silt with sand (ML) and boulders (SC-SM)

Clayey sand with gravel

(GW-GM)

with silt and sand

Well graded gravel

B. ROBINSON

K. EIKERMANN

Highway Division, Geotechnical Services Branch, Lakewood, Colorado.

Transportation, Federal Highway Administration, Central Federal Lands and Mill Creek Bridges, dated October 2021, published by U.S. Dept. of

For additional information see Final Geotechnical Report, Upper Doolittle

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g b o r in g s .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

FS DRAWING R-1699

JANUARY 2022

c lr

Drilled shaft

L

El. 1816.25 (Abut. 1)

El. 1817.30 (Abut. 2)

#4A6 (Abut. 2) spiral

#4A6 (Abut. 1) or integrity test prior to cap pour.

longitudinal bar. Perform shaft tied to rebar cage at nearest

NOTES:

48 bar diameter lap

(typ.)

or approved equal.

"OS Splice Clip", "ERICO Quick Wedge", #4 spiral

1" (typ.)

lap length

1’-0" min.

No Scale

No Scale or approved equal.

Standard coupler

"BAR-LOCK MBT"

No Scale

MECHANICAL COUPLER SPLICE

SPIRAL LAP SPLICE

MECHANICAL LAP SPLICE FOR SPIRALS

A A

DRILLED SHAFT ELEVATION

(8 tot. typ.)

#8A5 (Abut. 2)

#8A5 (Abut. 1) or

Est. Tip El. 1782.25 (Abut. 1)

Est. Tip El. 1783.30 (Abut. 2) c l.

#4A6 spiral (Abut. 2)

#4A6 spiral (Abut. 1) or

SECTION A-A

" = 1’-0"8 3Scale:

abut. cap.

Bottom of

Cage alignment details shall be submitted to the CO for approval.3.

measured along the longitudinal axis of the shaft/column.

longitudinal reinforcing shall be staggered by a minimum of 2’-0" as of concrete to the outside face of the component. Mechanical splices of inches measured from the surface 2 1have a clear cover not less than 1

For mechanical splice requirements see FP-14. Splice components shall

Mechanical splices may be used in spiral and longitudinal reinforcing. 2.

Minimum #4 spiral lap splice = 2’-0".1.

shaft (typ.)

SPLICE DETAILS (OPTIONAL)

m in e m b e d

" = 1’-0"4 m b e d m in

(8 tot.)

#8A5 (Abut. 2)

#8A5 (Abut. 1) or

K. EIKERMANN S. BELCHERD. MICNHIMER

S5

E5 10

DRILLED SHAFTS

UNLESS NOTED

A p it c h

A b u t.

A p it c h

A b u t.

NOT

FOR

CO

NST

RUCTI

ON

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

45° (typ.)

(t y p .) 8

’-0 " w in g w a ll (ty p

Fill Face

C Brg. & C Abut.L L

Top of Rdwy.

ABUTMENT PLAN

ABUTMENT ELEVATION

A

A

C Rdwy.L

Begin or End Bridge

L

(Abut. 1 Shown, Abut. 2 Similar)

(Abut. 1 Shown, Abut. 2 Similar)

Weephole spa.

b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

sheet drain.

Geocomposite

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

L

SECTION A-A

Scale 38" = 1’-0"

C Brg.L prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer

Top of Rdwy.

3’-0"

1’-6"1’-6"

S6

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

ABUTMENTS

w/ drain grate C 3" Ø weephole c lr

#4E2 (8 tot.)

reinforcement details.

See RG3233-G for wingwall

L

-2%

9’-0" 9’-0"

8’-1"11" 8’-1" 11"

8’-1" 8’-1" 11"11"

C Rdwy.L

3’-0" 12’-0" 3’-0"

WINGWALL B WINGWALL A

m in

1’-3" min. lap splice

#4A1 w/

B. ROBINSON

K. EIKERMANN

D. MICNHIMER

El. 1817.30 (Abut. 2)

El. 1816.25 (Abut. 1)

F6 10

2-#4A1 spa. (typ.)

#6A4 (4 tot.)

#6A2 (4 tot.)

#4E1 (typ.)

#4E2 b.f.

Sta. 4+10.00

End Bridge

Sta. 3+40.00

Begin Bridge

El. 1824.05 (Abut. 2)

El. 1823.00 (Abut. 1)

22 spa. @ 9" = 16’-6", #4E1 3"3"

#4E1

6" 6" endwall f.f.

measured along

2-#4A1 (typ.)

4-#6A4#4A3 b.f.

4-#6A2

S. FEUZE

C Abutment & C drilled shafts

Drilled shaft spa. 1’-6"1’-6" 2 spa. @ 7’-6" =15’-0"

3"

6 spa. @

(typ.). See RG3233-E.

1’-3" 1’-3" 1’-3" b.f.

#4A3

10" = 5’-0"

C shaft) #4A7 (typ. @

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

Other face

Fill face

1’-0"

A

A

SECTION A-A

Fill face

Other face

8’-0" wingwall

WINGWALL PLAN

(typ. @ all four wingwalls)

WINGWALL ELEVATION

(typ. @ all four wingwalls)

#5W4 b.f.

#4W3 (typ.) #5W2 (typ.)

3" Ø weephole

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

5’-0"

Geocomposite sheet drain.

2%

ABBREVIATIONS:

b.f. = both faces o.f. = other face f.f. = fill face

"8 18’-2

" = 1’-0"

UNLESS NOTED

8’-0"

C 3" Ø weephole w/ drain grate L

(Wingwall A & B)

El. 1816.25

WINGWALLS

(Wingwall C & D)

El. 1824.05

(Wingwall C & D)

El. 1823.30

(Wingwall A & B)

El. 1822.25

(Wingwall A & B)

El. 1823.00

B. ROBINSOND. MICNHIMER G

S7

(Wingwall C & D)

El. 1817.30

7 10

#4W1g b.f.#4W1a b.f.

6 spa. @ 1’-3"= 7’-6", #4W1(a-g) b.f.3" s p a

W o .f

W f .f s p a

#4W3 o.f. (typ.)

#5W2 f.f. &

#4W bars

#5W4

#5W2

#4W3

(typ.)

#4W1

#5W5 b.f.

S. FEUZE

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g w in g w a ll .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

No Scale

UNLESS NOTED

" = 1’-0"

TYPICAL SECTION

L

Steel railing post (typ.)

0%

C Bridge

Side dam (typ.)

TYPICAL SECTION

splice at diaph.

Optional field bolted

TL-2 rating min.

(10 ga. galvanized) (typ.)

Thrie-Beam Bridge Railing

1’-0" 1’-0"3 spa. @ 4’-8" = 14’-0" m a x

"4 138’-0" 8’-0""4

Diaphragm (typ.)

Structural Steel girder (typ.).

Rolled steel

L e m b e d prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer pads per bridge manufacturer.

and elastomeric bearing

Anchor bolts, bearing plates, Bridge Railing

Thrie Beam

Begin or

End Bridge gdr. clearance 1" min.

TYPICAL SECTION @ ABUTMENT

m in to W-beam.

railing. Thrie Beam

Structure transition

2" gap

10" endwall

1’-6" 1’-6"

K. EIKERMANN K. EIKERMANN D. MICNHIMER

Asphalt pavement steel decking

9 gage galv.

End guard angle

C Brg.

decking (galvanized)

Structural steel

H8 10

S8

1’-6" 1’-6"

Begin or

End Bridge Profile

Grade

STRUCTURAL BACKFILL PAY LIMITS

Pay Limits for

Structural

Backfill to 704.03 conforming

Backfill material

1’-6" 1’-6"

Excavation

Structure

Pay Limits for

Approx. existing ground @ C Rdwy.L

STRUCTURE EXCAVATION PAY LIMITS

r o a d w a y s e c ti o n

Begin or

End Bridge

Gdr./Prefab Bridge Length = 68’-0"

NOTES:

Asphalt pavement and tack coat on bridge deck is included in pay item 40301-0100.

asphalt lifts.

Apply tack coat to entire steel deck surface and between of all foreign material.

Prior to application of tack coat, clean steel decking surface decking crest in two lifts.

" depth above steel 8 corrugations to provide

Asphalt pavement. Fill

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g ty p ic a l.

d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

TYPICAL PLAN VIEW

TYPICAL ELEVATION VIEW

B

3 Spaces 3’-1 �"

1"

6’-3" Non-Symmetrical

Transition to W-Beam

W-Beam

6’-3"

B

37 �"

Rail Section of Splice

Center line

9’- 4 �"

A

A

Direction of Traffic

6’-3"

NON-SYMMETRICAL(10 GA.)

TRANSITION SECTION

37 �"

(10 GA.) ELEMENT SECTION

THRIE-BEAM (3’- 1 �")

bolts w/washers.

Button head splice

12 ~ �" Dia. x 1 �"

8"

6"

CL

W6 x 8.5

W6 X 9.0 or

4 �

1"

STEEL POST & BLOCK

(Showing Standard Block)

SECTION B-B

SECTION A-A

This post location requires a Thrie-Beam

Block (6"x 8"x 22" Nom).

Standard Block

(6"x 8"x 14" Nom)

Low Speed Transition

Button head splice bolts

12 ~ �" Dia. x 1 �"

Button head splice bolts

8 ~ �" x 1 �" nut.

post bolt with washer and

1~ �" Top button head

GENERAL NOTES

TRANSITION RAILING

Bridge

Prefabricated Bridge) (included with Pay Item for

Limit of Steel Bridge Railing

End Bridge Begin or

12’-6" Pay Length for Stucture Transition Railing See Roadway Plans for Approach Railing

NONE I9 10D. MICNHIMERB. ROBINSON

S9

K. EIKERMANN

Beam Transition TL-2 Mash Compliant, GF(31) TL2-19".

7. Transition is adapted from TxDOT low speed transition "Metal Beam Guard Fence Thrie

6. Fabricate and construct railing to the horizontal and vertical alignment of the roadway.

5. Posts shall not be set in concrete, of any depth.

4. Material for steel posts shall conform to ASTM A36, and shall be galvanized after fabrication.

galvanized.

Washers shall conform to ASTM F436, Type 1. All attachment hardware shall be

3. Button head bolts shall conform to ASTM A307. Nuts shall conform to ASTM A563.

" double recessed nuts.8 5" with 4

1" x 18 5 Button head "splice" bolts are thickness of the nut and the washer and not more than 1" beyond it.

2. Button head "post" bolts shall be of sufficient length to extend through the full

1. Rail elements shall meet the requirements of AASHTO M180, Type I, Class B.

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r a il .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

REBAR LIST

NOTES:

B. ROBINSON NONEB. ROBINSON D. MICNHIMER 10 10 J

S10

2.

1.

only and are provided for information only.

Reinforcing steel lengths for drilled shafts are estimates

Reinforcing steel will be paid for as part of "Drilled Shaft".

included in the contract item "Reinforcing steel".

Reinforcing steel quantities for drilled shafts are not

Dimensions in bending diagrams are out-to-out of bars

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENTS

V or N

6417 0’-3" 1’-11�" 2’-8" 1’-11�"6’-7"#4A1 2814 Stirrups

8STR 17’-8"17’-8"#6A2 2126 Horiz. bot.

4STR 17’-8"17’-8"#4A3 474 Horiz. b.f.

82 0’-4�" 1’-0" 17’-8" 1’-0"19’-8"#6A4 2366 Horiz. top

48STR 36’-1"36’-1"#8A5 46248 Vert. drilled shaft

677 1’-6" 1’-0" 35’-0�" 3 38177’-9�"#4A6 7134 Spiral drilled shaft

617 0’-3" 2’-1" 2’-8" 2’-1"6’-10"#4A7 274 Stirrups @ drilled shafts

6142 LBSSUBTOTAL

ENDWALLS

V or N

5017 0’-3" 4’-10�" 0’-6" 4’-10�"10’-3"#4E1 3424 Stirrups

16STR 17’-8"17’-8"#4E2 1894 Horiz. b.f.

531 LBSSUBTOTAL

WINGWALLS

V or N sets of

STR 5’-7"

to

6’-3�" at 0’-1�"

Incr.

5’-7" to

6’-3�" at 0’-1�"

Incr.

#4W1 2234 Vert. b.f.

4052 0’-3�" 7’-8" 1’-6" 1’-0�" 1’-1�"9’-2"#5W2 3825 Horiz. f.f.

2452 0’-3" 7’-8" 1’-6" 1’-0�" 1’-1"9’-2"#4W3 1474 Horiz. o.f.

8STR 8’-4"8’-4"#5W4 705 Horiz. b.f.

852 0’-3�" 1’-0" 1’-0" 0’-8�" 0’-9"2’-0"#5W5 175 Horiz. b.f.

838 LBSSUBTOTAL

B

STR

TYPE 2

A G

B

B

C

D

OPTIONAL LEG

TYPE 17

D

C

B

A

TYPE 52

TYPE 77

C

A

B

E = Total Turns

D = Extra Turns (half t&b)

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d g n

RG3233-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

DOOLITTLE CREEK BRIDGE

2955 BRIDGE PLAN & ELEVATION

1" = 10’-0" AB. ROBINSON

Drawing No. Description

BRIDGE DRAWING INDEX

ABUTMENTS

FOUNDATION PLAN

BRIDGE PLAN & ELEVATIONRG3234-A

RG3234-B

RG3234-C

RG3234-F

RG3234-J

RG3234-D

RG3234-G

SUMMARY OF BORING LOGS

TYPICAL SECTION

WINGWALLS

RG3234-E

GENERAL NOTES & ESTIMATE

RG3234-H

REBAR LIST

TRANSITION RAILING

Elevations are at profile grade @ C Rdwy.

No Scale

PROFILE GRADE DIAGRAM

L

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

9.1

12.9

13.6

14.3

2971.4

2974.5

2975.0

2976.1

(typ.)

M il l

C r e e k

2966.8 (abut.)

2966.8 (abut.)

C Rdwy.L

PLAN

Bridge Railing Post spa. (typ. both sides)

WINGWALL A

WINGWALL C

WINGWALL B

WINGWALL D

W in g ty p

" = 56’-3"2 118 spa. @ 3’-1

Q100 WS El. = 2975.0

ABUT. 2

ABUT. 1

@ C Rdwy.

Approx. existing ground

ELEVATION

L

"2 11’-10 "2

11’-10 at top of asphalt pavement.

Note: Deck elevations shown are

PI 4+89.50

D

R = 95.00’

T = 158.32’

L = 195.76’

P T

.9

Profile Grade

S ta

E L

,9

.7

+2.000%

V P I

E L

,9

.5

Bridge Chord

EXP

(as required).

Bolted field splice

EXP

with asphalt pavement fill.

structural steel decking with steel girders and

Modular steel bridge

Thrie Beam Bridge Railing

D. MICNHIMER 1 10

Note: Construct bridge on chord.

El. 2983.44

El. 2982.32

El. 2984.66

El. 2983.54

(measured along bridge chord) Bridge Length = 60’-0"

(measured along bridge chord)

Effective Grade = +2.03%

RG3234-I

El. 2983.00

Sta. 4+23.80

Begin Bridge @ C Rdwy.L

El. 2984.22

Sta. 4+84.84

End Bridge @ C Rdwy.L

S ta

.8

B e g in B r id g e

S ta

.8

E n d B r id g e

Approx. existing ground

@ 11’ Lt. of Chord

Approx. existing ground

@ 17’ Rt. of Chord

Curve Data:

El. = 2978.9 (Downstream)

El. = 2979.9 (Upstream)

Low chord

DRILLED SHAFTS

shafts (typ.).

K. EIKERMANN

S. FEUZE

S11 min. of freeboard above 100 year water surface elevation.

Hydraulic capacity requirements: Bridge low chord provides 3 feet

= 2975.0 (measured at upstream face of bridge).

100 year water surface elevation used to determine freeboard

Note: Water surface elevations are at upstream face of bridge.

70’ VC

+5.

7%

Rdwy. Plans for radius (typ.).

(typ. @ all 4 corners). See Structure Transition Railing

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g p e .d g n

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

FS DRAWING R-1696

NONE BB. ROBINSON

GENERAL NOTES & ESTIMATE

D. MICNHIMER 2 10

K. EIKERMANN

S. FUEZE

S12

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d g n

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

@ C Rdwy.

Approx. existing ground

L

Q100 WS El. = 2975.0

ABUT. 1 ABUT. 2

ELEVATION

(typ.)

Profile Grade

WINGWALL A

PI 4+89.50

D

R = 95.00’

T = 158.32’

L = 195.76’

N

L

WINGWALL B

WINGWALL C

WINGWALL D

P T

.9

M il l

C r e e k

1" = 10’-0"

B. ROBINSON

D. MICNHIMER

C Rdwy.L

L

FOUNDATION PLAN

FOUNDATION PLAN

L

3’-0"

1’-6"1’-6"

(typ.)

(typ.)

ty p

Bridge Chord

Lands Highway Division, Geotechnical Services Branch.

Federal Highway Administration, Central Federal

, prepared by U.S. Dept. of Transportation, Road, CA ERFO dated

Geotechnical Report #CA- , Creek

For additional geotechnical information see Final

See RG3234-E for micropile loads and details.

See RG3234-D for Summary of Boring Logs.

Approx. existing ground

@ 17’ Rt. of Chord

Approx. existing ground

@ 11’ Lt. of Chord s p a

C brg.

Abut. 1 L

LC brg.

Abut. 2

Sta. 4+23.80

Begin Bridge @ C Rdwy.

Sta. 4+84.84

End Bridge @ C Rdwy.

ty p

El. 2976.16

El. 2977.32

3 10 C

Curve Data:

FOUNDATION NOTES:

Location

Abut. 1

FOUNDATION TABLE

Abut. 2

Load (@ top of shaft)

Max. Factored Shaft Axial Est. Shaft Tip Elev.

172 kips/shaft (Strength I)

172 kips/shaft (Strength I)

K. EIKERMANN

shaft (typ.)

D r il le d s h a ft s p a ty p

57’-0" shafts (typ.)

W in g ty p

S. BELCHER

El. 2946.16

El. 2947.32

El. 2978.7 (LT) berm El. 2977.5 (RT) El. 2979.8 (LT) berm El. 2978.6 (RT)

S13 for drilled shafts.

See Section 565 of Special Contract Requirements for additional information

Geotechnical Services Branch, Lakewood, Colorado. Highway Division, Transportation, Federal Highway Administration, Central Federal Lands and Mill Creek Bridges, dated October 2021, prepared by U.S. Dept. of

S

Y T

IM

E

D G

N S

P E

C

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

FS DRAWING R-1696

JANUARY 2022

N

N

M il l

C r e e k

C Rdwy.L

WINGWALL A

WINGWALL C

WINGWALL B

WINGWALL D

PI 4+89.50

D

R = 95.00’

T = 158.32’

L = 195.76’

Bridge Chord

El. 2983.00

Sta. 4+23.80

Begin Bridge @ C Rdwy.L

El. 2984.22

Sta. 4+84.84

End Bridge @ C Rdwy.L

Curve Data:

TYPICAL TEST HOLE LOG

Boring No.

Location

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Depth Terminated

RQD

x x x

Elev.

with AASHTO T206 test (SPT) in accordance standard penetration

Blow count per foot with

LEGEND

TYPICAL TEST

HOLE SYMBOL

Plan View

ELEVATION

PLAN

SUMMARY OF BORING LOGS

BH21-05

BH21-05

STA 4+10, 2ft. RT

2,975

2,980

2,985

BH21-06

BH21-06

STA 4+65, 50ft. LT

D4 10

2952.1

2943.0

2974.00ft.

2,975

2,970

2,965

2,960

2,955

2,950

2,945

2,940

2983.50ft.

2,970

2,965

2,960

2,955

2,950

Approximate location of any sampled hole decomposed rock (SM) boulders, and

Silty sand with gravel, (GP-GM) with silt and sand Poorly graded gravel silt and gravel (SW-SM)

Well graded sand with gravel (CL)

Lean clay with

6.5

31.4

1" = 10’-0"

22.5

B. ROBINSON

K. EIKERMANN

S14

Highway Division, Geotechnical Services Branch, Lakewood, Colorado.

Transportation, Federal Highway Administration, Central Federal Lands and Mill Creek Bridges, dated October 2021, published by U.S. Dept. of

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g b o r in g .d g n

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

FS DRAWING R-1696

JANUARY 2022

El. 2976.16 (Abut. 1)

El. 2977.32 (Abut. 2)

#4A9 (Abut. 1) or

#4A9 (Abut. 2) spiral tied to rebar cage at nearest longitudinal bar. Perform shaft integrity test prior to cap pour.

A A

DRILLED SHAFT ELEVATION

Est. Tip El. 2946.16 (Abut. 1)

Est. Tip El. 2947.32 (Abut. 2) c l.

#4A9 spiral (Abut. 1) or

#4A9 spiral (Abut. 2)

SECTION A-A

Scale: 38" = 1’-0"

1. Minimum #4 spiral lap splice = 2’-0".

2. Mechanical splices may be used in spiral and longitudinal reinforcing.

For mechanical splice requirements see FP-14. Splice components shall have a clear cover not less than 11 2 inches measured from the surface of concrete to the outside face of the component. Mechanical splices of longitudinal reinforcing shall be staggered by a minimum of 2’-0" as measured along the longitudinal axis of the shaft/column.

3. Cage alignment details shall be submitted to the CO for approval.

SPLICE DETAILS (OPTIONAL)

m in e m b e d

4" = 1’-0" m in e m b e d

#8A8 (Abut. 1) or

#8A8 (Abut. 2)

(8 tot.)

DRILLED SHAFTS

UNLESS NOTED

E5 10D. MICNHIMER

c lr

Drilled shaft

NOTES:

48 bar diameter lap

"OS Splice Clip", "ERICO Quick Wedge", or approved equal.

#4 spiral

1" (typ.)

1’-0" min.

lap length

No Scale

No Scale

"BAR-LOCK MBT"

Standard coupler or approved equal.

No Scale

MECHANICAL COUPLER SPLICE

SPIRAL LAP SPLICE

MECHANICAL LAP SPLICE FOR SPIRALS

Bottom of abut. cap.

shaft (typ.)

S. BELCHERK. EIKERMANN

(typ.)

A p it c h

A b u t.

A p it c h

A b u t.

#8A8 (Abut. 1) or

#8A8 (Abut. 2)

(8 tot. typ.)

S15

1/

N

C A \e r f o n (1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g a b u t.

d g n

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

Begin or End Bridge

L

10"

L

SECTION A-A

C Brg.L prior to ordering materials and constructing abutments.

* Final dimensions & elevations to be coordinated with bridge manufacturer

Top of Rdwy.

3’-0"

1’-6"1’-6"

ABUTMENTS

w/ drain grate C 3" Ø weephole c lr

#4E2 (8 tot.)

-2%

45° (typ.)

’-0

" w in g w a ll (ty p

Fill Face

C Brg. & C Abut.L L

Top of Rdwy.

ABUTMENT PLAN

ABUTMENT ELEVATION

A

A

Weephole spa.

b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

sheet drain.

Geocomposite

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

18’-0" 12’-0"

17’-1"11" 11’-1" 11"

11"11"

4’-0" 4’-0"

Pile spa.

WINGWALL B

WINGWALL A

L

L

2 spa. @ 11’-0" = 22’-0"

17’-1" 11’-1"

Bridge Chord

Bridge Chord m in

LC Gdr. A C Gdr. BLC Gdr. CL

C Gdr. DL C Gdr. FL

C Gdr. EL

Geocomposite sheet drain with Class 2, Type C geotextile. Attach to wall per manufacturer’s instructions.

(t y p m in

GIRDER A B C D

El. 2977.32 (Abut. 2)

El. 2976.16 (Abut. 1)

ABUT. 1

ABUT. 2

E F

3 spa. @ 8’-4" = 25’-0"

Sta. 4+84.84

End Bridge @ C Rdwy.

Sta. 4+23.80

Begin Bridge @ C Rdwy.

reinforcement details.

See RG3233-G for wingwall

2978.662978.862979.062979.262979.462979.66

2980.82 2979.822980.62 2980.42 2980.22 2980.02

F

B. ROBINSON

D. MICNHIMER

El. 2984.66 (Abut. 2)

El. 2983.44 (Abut. 1)

El. 2983.54 (Abut. 2)

El. 2982.32 (Abut. 1)

(Abut. 1 Shown, Abut. 2 Opposite Hand)

(Abut. 1 Shown, Abut. 2 Opposite Hand) endwall f.f.

Measured along

#6A5 (4 tot.)

#6A3 (4 tot.)

8" "2

8" "2

41 spa. @ 8" = 27’-4",#4E1

#4E1

S. FEUZE

1’-3" min. lap splice

#4A1 or #4A2 w/

4-#6A5

4-#4A6 4-#4A6

4-#4A6 4-#4A6 4-#4A7

#4E1 (typ.)

#4E2 (typ.)

2’-6"

4’-7" 4’-7"Step spa. " = 20’-10"2 14 spa. @ 5’-2 for details.

(typ.). See RG3234-E

(typ.)

2-#4A2

2’-6"

* ABUTMENT CAP ELEVATIONS

K. EIKERMANN

b.f.

#4A4

2-#4A1 or 2-#4A2 2 spa. @ 6"=1’-0", 2-#4A1 or 2-#4A2

9 spa. @ 8" = 6’-0",1’-2" 1’-2"1’-3" 3"

(typ.)

2-#4A1

#4A1 #4A2

6 10

C Abutment & C drilled shafts

(typ.)

4-#6A3 #4A4 b.f.

UNLESS NOTED

Scale: 38" = 1’-0"

S16

@ C shaft)

#4A10 (typ.

S

Y T

IM

E

D G

N S

P E

C

RG3234-

CA

SISKIYOU COUNTY, CALIFORNIA

& MILL CREEK BRIDGES

17N11(1) UPPER DOOLITTLE

CA ERFO KLAMATH NF

MILL CREEK BRIDGE

f.f. = Fill face

ABBREVIATIONS:

Fill face

1’-0"

A

A

SECTION B-B

WINGWALL B ELEVATION

WINGWALLS

3/8" = 1’-0"

El. 2977.32 (Wing D)

El. 2976.16 (Wing B)

El. 2983.54 (Wing D)

El. 2982.32 (Wing B)

El. 2982.79 (Wing D)

El. 2981.57 (Wing B)

(Wingwall C Similar)

WINGWALL A PLAN

8’-0" wingwall

Fill face

8’-0" wingwall

Geocomposite sheet drain.

Other face

"8 18’-2

5’-0"

El. 2984.66 (Wing C)

El. 2983.44 (Wing A)

El. 2977.32 (Wing C)

El. 2976.16 (Wing A)

8’-0" s p a

W o .f

W f .f s p a

#5W9 b.f.

#4W6a b.f.

#4W6g b.f.

#5W10 b.f.

6 spa. @ 1’-3"= 7’-6", #4W1(a-g) b.f. 3"

#5W4 b.f.

#4W1g b.f.

#4W1a b.f.

#5W5 b.f.

W o .f s p a

B

B

#5W2 (typ.)

Geocomposite…