Plan_Rogue R OR FS ERFO 2017(1) 2018(6).pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2020.09.14 08:13:05 -07'00'

OR FS ERFO 2017(1)-18(6) A.2

Sheet and Description

SECTION D SECTION E SECTION F SECTION G -

PLAN &

PROFILE MSE WALL

TEMPORARY

TRAFFIC

CONTROL

SOLDIER

PILE WALL ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,080 120 1,200

A0140 20102-0000 CLEARING AND GRUBBING LPSM All ALL

A0160 20401-0000 ROADWAY EXCAVATION CUYD 1,831 169 2,000

A0180 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 18 18

A0200 25501-0000 MECHANICALLY STABILIZED EARTH WALL (GRS) SQFT 1,040 60 1,100

A0220 25601-0000 GROUND ANCHOR EACH 46 46

A0240 25605-0000 PERFORMANCE TEST EACH 6 6

A0260 30202-1000 ROADWAY AGGREGATE, METHOD 1 (SHOULDER) TON 200 30 230

A0280 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 2,045 175 2,220

A0300 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 564 61 625

A0320 41201-0000 TACK COAT TON 1.2 0.1 1.3

A0340 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 1,846 1,846

A0360 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 26 26

A0380 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER LNFT 822 822

A0400 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 270 10 280

A0420 61001-0000 HORIZONTAL DRAIN PIPE LNFT 245 245

A0440 61401-0000 LEAN CONCRETE BACKFILL CUYD 360 160 520

A0460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0480 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 80

A0500 62301-0000 GENERAL LABOR HOUR 80

A0520 62401-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH SQYD 1,680 220 1,900

A0540 62516-1000 MULCHING, DRY METHOD SQYD 1,680 220 1,900

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 3,120 300 3,420

A0580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 1,560 140 1,700

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

A0620 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 33 33

A0640 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

A0660 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 466 466

A0680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,200 1,200

MileStone: Signoff Date Completed: In Progress Report Date: 08/24/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 9-

S ep

-2

9:

A

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1FS ERFO 2017(1)-18(6)OR

SHEET

NUMBER

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

18101 323639.775 3912799.568 180.749 42°29'34.401951"N 124°14'25.443059"W 93.8766 0.999959151 5/8" IR W/FHWA ALUM CAP

18102 323460.412 3912835.402 178.004 42°29'32.647704"N 124°14'24.858333"W 91.1336 0.999959382 5/8" IR W/FHWA ALUM CAP

18103 323292.762 3913054.849 166.812 42°29'31.090015"N 124°14'21.832203"W 79.9546 0.999960004 5/8" IR W/FHWA ALUM CAP

18104 322883.690 3913436.493 142.580 42°29'27.221313"N 124°14'16.499527"W 55.7526 0.999961381 5/8" IR W/FHWA ALUM CAP

18105 322652.343 3913674.652 130.661 42°29'25.043210"N 124°14'13.186094"W 43.8483 0.999962074 5/8" IR W/FHWA ALUM CAP

18106 322376.345 3913808.774 116.362 42°29'22.378604"N 124°14'11.233381"W 29.5579 0.999962908 5/8" IR W/FHWA ALUM CAP

18300 345727.893 3964966.694 277.735 42°33'34.815592"N 124°03'02.235563"W 194.0027 0.999941414 5/8" IR W/FHWA ALUM CAP

18301 345614.353 3965116.745 298.989 42°33'33.757825"N 124°03'00.168024"W 215.2623 0.999940452 5/8" IR W/FHWA ALUM CAP

18302 345541.486 3965273.825 316.984 42°33'33.104413"N 124°02'58.029693"W 233.2644 0.999939625 5/8" IR W/FHWA ALUM CAP

NOTE:

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

MP 20 coordinates approximate Oregon South SPCS but were determined from web based mapping to determine initial coordinates.There is no known correlation to true state plane positions.

MP 13

MP 19.3

PROJECT :Rogue River Repairs

DATE OF FIELD WORK : 4/2018

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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R og ue _R iv er

_R ep ai rs

_c on tr ol sh ee t.

xl sx ]S he et

-A ug -2

:0

W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.5

SHEET

NUMBER

FS ERFO 2017(1)-18(6)OR

SURVEY CONTROL

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

18201 334776.237 3937851.877 796.874 5/8" IR W/FHWA ALUM CAP

18202 335006.076 3937737.001 787.498 5/8" IR W/FHWA ALUM CAP

18203 335158.111 3937789.775 779.692 5/8" IR W/FHWA ALUM CAP

18204 335251.450 3938115.699 768.043 5/8" IR W/FHWA ALUM CAP

18205 335405.449 3938336.488 755.716 5/8" IR W/FHWA ALUM CAP

18206 335638.004 3938483.654 748.128 5/8" IR W/FHWA ALUM CAP

18207 335585.553 3938824.553 739.847 5/8" IR W/FHWA ALUM CAP

18208 335570.077 3939119.847 737.000 5/8" IR W/FHWA ALUM CAP

MP 20 assumed coordinaates

PROJECT COORDINATES

OR FS ERFO 2017(1)-18(6) F.4

OR FS ERFO 2017(1)-18(6) F.5

OR FS ERFO 2017(1)-18(6) F.6

OR FS ERFO 2017(1)-18(6) F.7

S. FEUZE B. ROBINSON N. MARSHALL

ELEVATION

L

37 Spa. @ 8'-0" = 296'-0"

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

1" = 10'

PLAN AND ELEVATION (MP 13)

N

PLAN

C Rdwy.L

Approximate ground

@ working line

Timber lagging (typ.)

Ground anchor (typ.)

30" Ø Drilled shaft (typ.)

Approximate finished grade in front of wall

Timber lagging (typ.)

Pile number (typ.)

C HP14 x 102 (typ.)

Working line for wall

L

L

Offset = 17.00' Lt.

C Rdwy. Sta. 17+74.00

Begin wall

L

L Offset = 17.00' Lt.

C Rdwy. Sta. 20+70.00

End wall

C HP14 x 102

C 30" Ø Drilled shaft &

Drawing No. Description

GENERAL NOTES

PLAN AND ELEVATION (MP 13) RG3183-A

RG3183-B

RG3183-C

RG3183-D

RG3183-E

RG3183-F

PLAN AND ELEVATION (MP 20)

ANCHOR DETAILS

1 A

SOLDIER PILE SCHEDULE (MP 13)

SOLDIER PILE SCHEDULE (MP 20)

the front face of the HP pile flange.

Note: Timber lagging is to be placed against

WALLS DRAWING INDEX

4'-0"

(typ.)

outlet pipe (typ.)

2" dia. weephole

Ground anchor (typ.)

G.1 ty p ty

LC HP Pile (typ.)

52'-0"4 spa. @ 48'-0"= 192'-0"52'-0"

30" Ø Drilled shaft & HP14 x 102 spacing

Horizontal drain pipe spacing ty p

35'-0" long horizontal drain pipe (typ.)

35'-0" long horizontal drain pipe (typ.)

Lean concrete backfill (typ.)

in future slide zone above structural concrete. See Note 2.

lagging if sloughing is observed.

2. Owner to maintain wall in future slide zone by adding

1. For Soldier Pile Schedule (MP 13) & details, see RG3183-D.

Notes:

NO.

PROJECT

STATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BY

DESIGNED BYREVISIONSBYDATENO.

REVISIONS

BY

DATE

N

F L

H

B r id g e

W F

L R

G

R o g u e

R iv e r

S o ld ie r

P il a ll R

G

C

A D e s D

G N

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

RG3183- of

OR

ROGUE RIVER REPAIRS

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM

CURRY COUNTY, OREGON

AUGUST 2020

'X 'X

ELEVATION

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S. FEUZE B. ROBINSON N. MARSHALL

PLAN AND ELEVATION (MP 20)

1" = 10'

N

PLAN

Approximate ground

@ edge of wall

C Rdwy.L

Offset = 17.00' Lt.

C Rdwy. Sta. 201+52.00

Begin wall

L

Pile number (typ.)

LC HP14 x 102 (typ.)

Timber lagging (typ.)

30" Ø Drilled shaft (typ.)

Ground anchor (typ.)

L Offset = 17.00' Lt.

C Rdwy. Sta. 203+04.00

End wall

Approximate finished grade in front of wall

L

LC HP14 x 102

C 30" Ø Drilled shaft &

Working line for wall

Timber lagging (typ.)

Measured along C Rdwy.L 8'-0"5'-0"

3'-0" ty ty

2 B the front face of the HP pile flange.

Note: Timber lagging is to be placed against outlet pipe (typ.)

2" dia. weephole

3'-10"

(typ.)

Ground anchor (typ.)

G.2

LC HP Pile (typ.)

16'-0" 17 Spa. @ 8'-0" = 136'-0"

40'-0" pipe spa cingHoriz ont al d rain & H

P14 x 1

02 s pac ing

30" Ø D rille d sh aft ty p

35'-0" long horizontal drain pipe (typ.)

35'-0" long horizontal drain pipe (typ.)

36'-0"

48'-0"

Lean concrete backfill (typ.)

in future slide zone above structural concrete. See Note 2.

lagging if sloughing is observed.

2. Owner to maintain wall in future slide zone by adding

1. For Soldier Pile Schedule (MP 20) & details, see RG3183-E.

Notes:

FEDERAL HIGHWAY ADMINISTRATION

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

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

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM

CURRY COUNTY, OREGON

AUGUST 2020

P C

.0

SPECIFICATIONS:

GENERAL NOTES:

Design:

Construction:

MATERIALS:

Ground Anchors:

Structural Steel:

Concrete:

Timber Lagging:

GEOTECHNICAL REPORT:

GENERAL NOTES

ItemItem No.

ESTIMATE

25601-0000

55505-0000

25605-0000

Drilled Shaft, 30-inch Diameter56501-0300 LNFT

55701-1000

LNFT

Performance Test

Structural Steel Soldier Pile

14 EACH

EACH

MFBM

B. ROBINSON NONES. FEUZE

(MP 20)

Quantity

(MP 13)

Quantity

(Total)

Quantity Unit

(2)

(1)

(3)

N. MARSHALL

544 278 822

1,236 610 1,846

Lean Concrete Backfill:

Notes

Highway Projects, FP-14 and Special Contract Requirements (SCR's)

Standard Specifications for Construction of Roads and Bridges on Federal

AASHTO M111 as applicable.

Galvanize all soldier piles after fabrication according to AASHTO M232 or

Conform all welding to AWS Structural Welding Code D1.1.

Furnish all other structural steel conforming to AASHTO M 270, grade 50.

Furnish soldier piles ( H-Piles) conforming to ASTM A572, grade 50.

" unless noted otherwise4 3Chamfer exposed edges of all concrete strength f'c = 4,500 psi..

Furnish Class A Concrete for drilled shafts with minimum 28-day compressive

3 C strength f'c =4,000 psi.

Provide grout according to subsection 725.13 of FP-14 with 7-day compressive recommended by the Post-Tensioning Institute.

Provide a Class 1 Corrosion Protection system for ground anchors as

Furnish ASTM A416, grade 270 high strength prestressing steel strands.

Structural Timber and Lumber, Treated

G.3

ESTIMATE NOTES:

Treat timber according to American Wood Protection Association standards for Use Category 4B (UC4B).

Modulus of Elasticity = 1600000psi

= 625psi

Bearing

Shear = 170psi

= 1350 psi

Bending

Minimum Nominal Design Strength:

" space between lagging.4 1(WWPA) Standards. Provide min.

Provide Douglas Fir, No. 1 graded according to Western Wood Products Association

Provide timber lagging per Section 557.

from leaking through timber lagging.

Seal timber lagging or use alternative methods to prevent lean concrete backfill

Provide lean concrete backfill per Section 614.

Horizontal Drain Pipe:

Provide 2" diameter, Schedule 80 PVC drain pipes.

Install horizontal drain pipe per Section 610.

61401-0000 240 360

Ground Anchor

Lean Concrete Backfill

61001-0000 Horizontal Drain Pipe 175 70 245 LNFT

CUYD120

(3) Includes cost for drilling holes and filling with Class A concrete to the elevations shown on the plans.

Includes payment for excavation under Section 209 required to install lagging.

1,000 sqft (MP 20).

(2) Includes the cost of furnishing and installing geocomposite sheet drain. Estimated quantity = 2,000 sqft (MP 13),

(1) Contract Quantity except seismic surcharges were not considered on this ERFO repair project.

AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017, June 8, 2020.

No. 08-20, dated March 13, 2020 and Geotechnical Memorandum No. 09-20 dated

For boring logs and other geotechnical information, see Geotechnical Memorandum

FEDERAL HIGHWAY ADMINISTRATION

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

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

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM

CURRY COUNTY, OREGON

AUGUST 2020

SOLDIER PILE SCHEDULE (MP 13)

C HP PileL

C RoadwayL

Not to Scale

TYPICAL ELEVATION

" = 1'-0"4

1SCALE:

OFFSET DETAIL

L C Ground anchor

C HP Pile

L shaft

30" Ø Drilled θ

L T O ff s e t r a d ia l to r o a d w a y

Elevation C

Elevation D

Elevation A

Elevation 1

HP Pile

SOLDIER PILE TOLERANCES

CL CL HP Pile

CL HP Pile

Not to Scale

3" 3"

Face of HP pile

Top of shaft

Bottom of shaft

S. FEUZE B. ROBINSON N. MARSHALL AS SHOWN

L

Working line

& C HP PileL7

4 D

Top of HP pile the front face of the HP pile flange.

Timber lagging is to be placed against

Elevation B

Bottom of Lagging

(Class A) Structural concrete backfill Lean concrete

G.4

P a y l im it f o r d r il le d s h a ft

Timber lagging (typ.)

Piles 1-3 & 36-38)

(Not required for backfill (in shaft)

Lean concrete

Note: See RG3183-E for backfill and drainage notes and details for MP 13 wall.

between piles, typ.)

(4’ wide centered Geocomposite sheet drain

FEDERAL HIGHWAY ADMINISTRATION

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

F il e s r g s o ld ie r p il e s c h e d u le .d g n

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM

C RoadwayL

Not to Scale

OFFSET DETAIL

L C Ground anchor

C HP Pile

L θ

L T O ff s e t r a d ia l to r o a d w a y

HP Pile

SOLDIER PILE TOLERANCES

CL CL HP Pile

CL HP Pile

Not to Scale

3" 3"

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

F il e s r g s o ld ie r p il e s c h e d u le .d g n

SOLDIER PILE SCHEDULE (MP 20)

B. ROBINSON N. MARSHALLS. FEUZE AS SHOWN

C HP PileL

TYPICAL ELEVATION

" = 1'-0"4

1SCALE:

shaft

30" Ø Drilled

Elevation C

Elevation D

Elevation A

Elevation 1

Face of HP pile

Top of shaft

Bottom of shaft

L & C HP PileL

Working line

5 E

Ground anchor

Finished grade

Lean concrete backfill (in shaft)

Top of HP pile the front face of the HP pile flange.

Timber lagging is to be placed against

Not to Scale

Lean concrete backfill

Finished grade

Lean concrete backfill (in shaft)

Not to Scale

BETWEEN PILES

TYPICAL SECTION

NOTES:

See Notes 1 & 2.

2" dia. weephole outlet pipe.

Lean concrete backfill backfill Lean concrete

(Class A) Structural concrete

Existing backfill Existing backfill

G.5

C HP PileL C HP PileL

(Typical both walls) (Typical both walls. Ground anchors not shown for clarity)

P a y l im it f o r d r il le d s h a ft

Timber lagging (typ.)

Elevation B

Bottom of Lagging

Elevation B

Elevation B

Piles 1-3 & 18-20)

(Not required for backfill (in shaft)

Lean concrete approximate)

(horizontal location shown is

Existing deep patch reinforcement approximate)

(horizontal location shown is

Existing deep patch reinforcement

RG3183-A & B for locations.

Horizontal drain pipe, see reinforcement for wall installation.

4. Segments of wall may require disturbance of existing deep patch perforated pipe the remaining length.

non-perforated pipe for the first 10'-0" from wall face using

3. Extend horizontal drain pipes through timber lagging. Provide

¼”x ¼”mesh openings.

2. Cover weephole opening with 17 ga galvanized wire screen with geocomposite sheet drain per the manufacturer’s recommendations.

1. Connect the outlet pipe to a tee fitting attached to the bottom of the

Approximate finished grade Approximate finished grade between piles, typ.)

(4’ wide centered Geocomposite sheet drain

AT PILES

TYPICAL SECTION

or structure excavation face) existing deep patch reinforcement centered between piles, apply to

Geocomposite sheet drain (4'-0" wide sheet RG3183-F)

Typical Anchor Section on across back of beam (See

" steel angle 4 1Weld 2" x

FEDERAL HIGHWAY ADMINISTRATION

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

F il e s r g s o ld ie r p il e s c h e d u le .d g n

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM

"= 1'-0"2 1Scale: "= 1'-0"2

1Scale:

7'-2" min.

VIEW B-BTIMBER LAGGING

"2

CL

Unbonded length, 20' min.

N o l o a d z o n e

TYPICAL ANCHOR SECTION

" = 1'-0"2 1Scale:

A

A

B

B

PVC sheath

Smooth wall inhibitor sheath with corrosion

Seamless polypropylene

Wire tie

Grout

Grout tube

Grout tube centralizer

Sheath

SECTION A-A SECTION B-B

Not to Scale Not to Scale

Strand spacer sheath

Corrugated PVC

(Typ.)

7-wire Strand

Drill hole Ø = 6" Drill hole Ø = 6" seal

Flexible

C

"16

(Typ.)

"16

ANCHOR DETAIL

C Bearing plate

8'' Ø XS Pipe

Scale: 2" = 1'-0"

"16

Typ. top and bottom

Smooth wall PVC

Trumpet

Anti-corrosion grease

(completely fill anchor head cover)

Anchor head cover

Wedge plate

Typ. both ends

"16

"16

"16

SECTION C-C

(Anchor not shown for clarity)

Plate 34'' x 12'' x 1'-6''

(Typ. e.f.)

Scale: 2" = 1'-0"

Notes:

3.

2.

1.

M in

4'' x 12'' x 1'-6'' P

(Typ.)

L

HP Pile

Bonded length, 10' min.

CLL Anchor

H v a r ie s

L AnchorCL

ANCHOR DETAILS

S. FEUZE B. ROBINSON N. MARSHALL AS SHOWN

1"

1"

6 F capacities. All equipment and methods will be subject to approval by the CO.

adequate length and diameter to meet or exceed the required anchor

Select drilling equipment and methods that provide anchor bond zones of approval of the CO.

bond length in the field based on performance and proof test results and at the

See RG3183-D & E for estimated bond length. Adjust anchor

7-wire strand) per anchor. See RG3183-D & E for anchor design loads.

Provide 6 strands of ASTM A416 prestressing steel (nominal As=0.217 sq in per

(6'-10" min., MP 20: Piles 3-20)

16' (MP20)

15' (MP13)

below the roadway surface:

Construct bond zone to a depth

G.6

Top of Shaft

Lean concrete backfill

Structural concrete

Typ.

"4 x1'-0" centered on pile (Typ.)4 1L2x2x

FEDERAL HIGHWAY ADMINISTRATION

N

F id

L R

G

R o g u e

R iv e r

S o ld ie r

P ll R

G

C

A e s D

G N

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

ROGUE RIVER - SISKIYOU NATIONAL FOREST

FS ERFO 2017(1)-18(6)

SAMIR SIDHOM