revised ora-grant24-2_plans.pdf

Sheet and Description

D E F G H S

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(BULL RUN 03) LPSM ALL

A0140 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(BULL RUN 04) LPSM ALL

A0160 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(Boundary Creek) LPSM ALL

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,610 190 2,800

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,324 76 1,400

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 9 1 10

A0240 20101-0000 CLEARING AND GRUBBING ACRE 2.61 2.61

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0280 20401-0000 ROADWAY EXCAVATION CUYD 861 139 1,000

A0300 20403-0000 UNCLASSIFIED BORROW CUYD 2,422 278 2,700

A0320 20803-0000 STRUCTURAL BACKFILL CUYD 200 200 Contract Quantity

A0340 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 2 2

A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 70 70

A0380 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 2,200 2,200

A0400 25125-0000 BOULDER EACH 4 4

A0420 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 2,635 65 2,700

A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 973 27 1,000

A0460 41201-0000 TACK COAT TON 1.7 0.3 2.0

A0480 55101-1600 STEEL H-PILE, 12 X 74, IN PLACE LNFT 205 205 Contract Quantity

A0500 55101-2100 STEEL H-PILE, 14X 117, IN PLACE LNFT 310 310 Contract Quantity

A0520 55102-2400 UNTREATED TIMBER PILE, IN PLACE EACH 28 28

A0540 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 117 117 Contract Quantity

A0560 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH Contract Quantity

SLABS, TYPE 2 SQYD 30 30

A0580 55235-0000 EXPANSION JOINTS LNFT 71 71 Contract Quantity

A0600 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH Contract Quantity

VOIDED LNFT 378 378

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE Contract Quantity

GIRDER (47 INCH) LNFT 517 517

A0640 55401-1000 REINFORCING STEEL LB 15,300 15,300 Contract Quantity

MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FLAP GRANT 24(2)OR

SHEET

NUMBER

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED LB 12,400 12,400 Contract Quantity

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH) LNFT 364 364 Contract Quantity

A0700 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK Contract Quantity

CROSSING #3) EACH 28 28

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK Contract Quantity

CROSSING #4) EACH 10 10

A0740 57502-0000 TEMPORARY BRIDGE (Bull Run 03) LPSM All ALL Contract Quantity

A0760 57502-0000 TEMPORARY BRIDGE (Bull Run 04) LPSM All ALL Contract Quantity

A0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS) CUYD 13 13 Contract Quantity

A0800 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (13 FEET

SPAN, 12 FEET RISE) LNFT 34 34

A0820 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 952 952

A0840 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL3) EACH 8 8

A0860 61707-0000 STRUCTURE TRANSITION RAILING LNFT 168 168

A0880 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0900 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 40 40

A0920 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

A0940 62301-0000 GENERAL LABOR HOUR 40 40

A0960 62501-0000 TURF ESTABLISHMENT ACRE 2.6 2.6

A0980 62635-1000 CUTTINGS, COTTONWOOD POLE (COTTONWOOD BOLE) EACH 12 12

A1000 62635-3000 CUTTINGS, WILLOW POLE (WILLOW POLE TRIPOD) EACH 38 38

A1020 62635-3000 CUTTINGS, WILLOW POLE EACH 1,500 1,500

A1040 62650-1000 REMOVE AND REPLANT TREE AND SHRUB (CONSERVED

WILLOW BUSH) EACH 30 30

A1060 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, YELLOW) LNFT 9,666 134 9,800

A1100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, WHITE) LNFT 9,664 136 9,800

A1120 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

(BULL RUN 03) LPSM All ALL

A1140 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

(BULL RUN 04) LPSM All ALL

A1160 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 12 12

A1180 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 90 90

A1200 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 2 2

A1220 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 9 9

A1240 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,186 214 1,400

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MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24 c:

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2FLAP GRANT 24(2)OR

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A1260 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 146 146

A1280 64703-5000 MITIGATION, ROOT WAD EACH 22 22

A1300 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 48 48

A1320 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 94 94

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 03) LPSM All ALL

A1360 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 04) LPSM All ALL

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MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24 c:

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3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3FLAP GRANT 24(2)OR

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(BULL RUN 03) LPSM ALL

B0140 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(BULL RUN 04) LPSM ALL

B0160 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(Bull Run 01) LPSM ALL

B0180 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(Boundary Creek) LPSM ALL

B0200 15702-6000 SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION

(Bull Run 02) LPSM ALL

B0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 3,940 260 4,200

B0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,324 76 1,400

B0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 17 3 20

B0280 20101-0000 CLEARING AND GRUBBING ACRE 3.19 3.19

B0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 5 5

B0320 20401-0000 ROADWAY EXCAVATION CUYD 1,414 86 1,500

B0340 20403-0000 UNCLASSIFIED BORROW CUYD 2,159 241 2,400

B0360 20803-0000 STRUCTURAL BACKFILL CUYD 200 200 Contract Quantity

B0380 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 2 2

B0400 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 210 210

B0420 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 2,200 2,200

B0440 25125-0000 BOULDER EACH 4 4

B0460 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 3,657 143 3,800

B0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,400 100 1,500

B0500 41201-0000 TACK COAT TON 2.7 0.3 3.0

B0520 55101-1600 STEEL H-PILE, 12 X 74, IN PLACE LNFT 205 205 Contract Quantity

B0540 55101-2100 STEEL H-PILE, 14X 117, IN PLACE LNFT 310 310 Contract Quantity

B0560 55102-2400 UNTREATED TIMBER PILE, IN PLACE EACH 28 28

B0580 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 117 117 Contract Quantity

B0600 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH Contract Quantity

SLABS, TYPE 2 SQYD 30 30

B0620 55235-0000 EXPANSION JOINTS LNFT 71 71 Contract Quantity

B0640 55302-0500 PRECAST, PRESTRESSED CONCRETE SLABS, 48-INCH Contract Quantity

VOIDED LNFT 378 378

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MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24 c:

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.4FLAP GRANT 24(2)OR

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE Contract Quantity

GIRDER (47 INCH) LNFT 517 517

B0680 55401-1000 REINFORCING STEEL LB 15,300 15,300 Contract Quantity

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED LB 12,400 12,400 Contract Quantity

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (2-TUBE MASH) LNFT 364 364 Contract Quantity

B0740 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK Contract Quantity

CROSSING #4) EACH 10 10

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC (BULL RUN CREEK Contract Quantity

CROSSING #3) EACH 28 28

B0780 57502-0000 TEMPORARY BRIDGE (Bull Run 03) LPSM All ALL Contract Quantity

B0800 57502-0000 TEMPORARY BRIDGE (Bull Run 04) LPSM All ALL Contract Quantity

B0820 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (JOINTS) CUYD 13 13 Contract Quantity

B0840 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (15 FEET

SPAN, 9 FEET RISE) LNFT 66 66

B0860 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (22 FEET

SPAN, 9 FEET RISE) LNFT 56 56

B0880 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (13 FEET

SPAN, 12 FEET RISE) LNFT 34 34

B0900 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 952 952

B0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL3) EACH 8 8

B0940 61707-0000 STRUCTURE TRANSITION RAILING LNFT 168 168

B0960 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

B0980 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 40 40

B1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

B1020 62301-0000 GENERAL LABOR HOUR 40 40

B1040 62501-0000 TURF ESTABLISHMENT ACRE 3.2 3.2

B1060 62635-1000 CUTTINGS, COTTONWOOD POLE (COTTONWOOD BOLE) EACH 12 12

B1080 62635-3000 CUTTINGS, WILLOW POLE (WILLOW POLE TRIPOD) EACH 38 38

B1100 62635-3000 CUTTINGS, WILLOW POLE EACH 1,500 1,500

B1120 62650-1000 REMOVE AND REPLANT TREE AND SHRUB (CONSERVED

WILLOW BUSH) EACH 30 30

B1140 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 12

B1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, WHITE) LNFT 13,508 192 13,700

B1180 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4-INCH, YELLOW) LNFT 13,510 190 13,700

B1200 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

(BULL RUN 03) LPSM All ALL

B1220 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

(BULL RUN 04) LPSM All ALL

B1240 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 20 20

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MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24 c:

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5)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.5FLAP GRANT 24(2)OR

PLAN & PROFILE EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B1260 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 150 150

B1280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 2 2

B1300 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 9 9

B1320 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,976 224 2,200

B1340 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 146 146

B1360 64703-5000 MITIGATION, ROOT WAD EACH 22 22

B1380 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 48 48

B1400 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 393 393

B1420 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 03) LPSM All ALL

B1440 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 04) LPSM All ALL

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MileStone: 100% Date Completed: 09/12/24 Report Date: 09/12/24 c:

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.6FLAP GRANT 24(2)OR

Profile grade tack coat between lifts

3-inch compacted depth, placed in two equal lifts with

Asphalt concrete pavement, type 1, 12-inch compacted depth

Roadway Aggregate, Method 2, LC

Existing ground Existing ground

10'

0.25 D

C o n s tr u c ti o n l im it

DD

C o n s tr u c ti o n l im it

0.25 D

Edge of pavement

Aggregate base course

First lift of asphalt

Second lift of asphalt

Existing ground C o n s tr u c ti o n l im it

See Fill Slope Rounding

Existing groundC o n s tr u c ti o n l im it

See Fill Slope Rounding

See Fill Slope Rounding

C o n s tr u c ti o n l im it Tur f es tabl ishment limi ts

See Safety Edge

1:3 1:3

See Fill Slope Rounding

C o n s tr u c ti o n l im it

Turf establishment limits

SAFETY EDGE

376+98 to 379+32, RT

379+87 to 381+32, RT

492+16 to 494+35, RT

495+39 to 496+47, RT

Varies (0' to 2')

1'

Varies(1:20 to 1:2)

377+61 to 379+20, LT

379+73 to 383+07, LT

493+54 to 494+48, LT

495+53 to 497+75, LT

Varies (0' to 2')

1'

Va rie s

(1 :2 to

1:

2)

2% Crown

242+00 to 247+00

268+40 to 273+00

339+00 to 347+00

376+50 to 379+26

379+80 to 383+55

489+65 to 494+41

495+46 to 498+75

"MAIN 01"

2% Crown

Existing ground

5' 5'

CUT SLOPE ROUNDING

Existing ground

5'5'

FILL SLOPE ROUNDING

limits Turf establishment limits Turf establishment

CONNECTION DETAIL

Existing ground

Asphalt concrete pavement

Roadway aggregate

Saw-cut vertically and tack

Slope stake limitSlope stake limit

:2

P

M

S e p te m b e r

T y p ic a l

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TYPICAL SECTION

PROJECT

C.1

OR FLAP GRANT 24(2)

Var iabl e (1 :20 to

1:3

Shoulder

1'

Traveled lane

11'

Traveled lane

11'

Shoulder

1'

Variable (1:20 to 1:3)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

19101 411063.041 8762239.436 4952.423 44°46'25.225932"N 118°20'33.708639"W 4896.8887 0.999684269 5/8 IR W/FHWA ALUM CAP 1.

19102 411427.357 8761980.811 4934.568 44°46'28.890400"N 118°20'37.157964"W 4879.0313 0.999685 5/8 IR W/FHWA ALUM CAP

19103 411664.235 8761854.422 4924.350 44°46'31.262013"N 118°20'38.821915"W 4868.8122 0.99968541 5/8 IR W/FHWA ALUM CAP

19201 413263.290 8760343.866 4844.977 44°46'47.444361"N 118°20'59.166408"W 4789.4094 0.999688671 5/8 IR W/FHWA ALUM CAP

19202 413483.832 8760168.182 4840.029 44°46'49.667576"N 118°21'01.520015"W 4784.4588 0.999688835 5/8 IR W/FHWA ALUM CAP

19203 413641.076 8760054.654 4838.528 44°46'51.249614"N 118°21'03.035524"W 4782.9561 0.999688855 5/8 IR W/FHWA ALUM CAP

19301 415807.651 8754202.579 4724.178 44°47'14.165889"N 118°22'23.355795"W 4668.502 0.999693581 5/8" IR W/FHWA ALUM CAP

19302 415778.314 8753947.999 4721.096 44°47'13.942448"N 118°22'26.895422"W 4665.4158 0.999693736 5/8" IR W/FHWA ALUM CAP

19303 415851.373 8753652.755 4717.564 44°47'14.740334"N 118°22'30.961377"W 4661.8787 0.999693879 5/8" IR W/FHWA ALUM CAP

19401 416393.798 8750845.151 4689.957 44°47'20.822079"N 118°23'09.683142"W 4634.2222 0.999695006 5/8" IR W/FHWA ALUM CAP

19402 416392.851 8750554.396 4677.940 44°47'20.887829"N 118°23'13.714005"W 4622.2011 0.999695578 FND RPC

19403 416423.079 8750266.282 4674.242 44°47'21.260602"N 118°23'17.696960"W 4618.4989 0.999695743 5/8" IR W/FHWA ALUM CAP

19501 422748.097 8741413.566 4578.468 44°48'25.964984"N 118°25'18.161147"W 4522.545 0.999698312 5/8" IR W/FHWA ALUM CAP

19502 423080.469 8741099.233 4572.923 44°48'29.325844"N 118°25'22.401410"W 4516.9931 0.999698475 5/8" IR W/FHWA ALUM CAP

19503 423303.976 8740933.418 4572.497 44°48'31.574302"N 118°25'24.621089"W 4516.5632 0.999698428 5/8" IR W/FHWA ALUM CAP

PROJECT :Granite Hill Phase 2 DATE OF FIELD WORK : August 2019

PROJECT UNITS : International foot COORDINATE SYSTEM : Orgeon North SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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.

C

M yF ile s\

Pr oj ec ts

_2

3\ O re go n\ G ra ni te _H ill

G ra ni te

_H ill

_2

9_ co nt ro ls he et .x ls x]

Sh ee t 2-

Fe b-

:4

PM

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.1

SHEET

NUMBER

FLAP GRANT 24(2)OR

SURVEY CONTROL

:1

A

A u g u s t

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

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R a G r a n t2 p ln q ta b .d g n

TABULATION OF QUANTITIES

PROJECT

D.3

N39°15'56"W

PI 243+51.78

Δ = 05°00'00" (LT)

R = 2,000.00' T = 87.32' L = 174.53' e = 2.8%

PI 247+84.61

Δ = 46°17'09" (LT)

R = 250.00' T = 106.86' L = 201.96' e = 5.4%

P C

.4

P T

.9

P C

.7

Y T I L I T

U D

E I R

U B G

N I N

R A W

N

BEGIN SCHEDULE B

BEGIN CONSTRUCTION

BEGIN PROJECT

SUSPEND CONSTRUCTION

to be Constructed "MAIN 01" Line

Construction limit

Slope stake limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

See Section F for details reinforced concrete box culvert 15 feet span, 9 feet rise, precast 244+66.4

Existing Ground

Crossing #1 Bull Run Creek

See note 1

See note 1

N34°15'57"W

241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

4,926 4,926

4,928 4,928

4,930 4,930

4,932 4,932

4,934 4,934

241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 246+50

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

4,926 4,926

4,928 4,928

4,930 4,930

4,932 4,932

4,934 4,934

-3.49%

-3.11%

-3.60%

-4.01%

.9

.0

.4

.4

.0

.2

246+40.42 4917.94

SSD = 2218'

K = 152

75' VC

SSD = 2644'

K = 121

50' VC

HLSD = INF'

K = 194

75' VC

HLSD = INF'

K = 132

100' VC

,9

.7

247+00

4,908 4,908

4,910 4,910

4,912 4,912

4,914 4,914

4,916 4,916

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

247+00

4,908 4,908

4,910 4,910

4,912 4,912

4,914 4,914

4,916 4,916

4,918 4,918

4,920 4,920

4,922 4,922

4,924 4,924

-3.25%

"MAIN 01" 242+00

E= 540105.0424

N= 938002.4670 "MAIN 01" 247+00

Notes prior to 3 inch overlay project

1. Existing ground survey collected

UTILITY OWNER CONTACT(S):

541-786-9600 Renn Morris (rennm@rallynet.us) 541-932-7408 Chris Sterling (chriss@rallynet.us) Rally Networks (Commnication)

541-524-2829 selms@otec.coop Stephanie Elms (Electric) Oregon Trail Electric Cooperative

:4

A u g u s t

B u ll R u n

S h e e t] p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.4

N29°37'18"W

N40°01'14"W

PI 268+96.85

Δ = 47°52'28" (RT)

R = 430.00' T = 190.88' L = 359.29' e = 6.0%

PI 272+28.51

Δ = 10°23'56" (LT)

R = 850.00' T = 77.35' L = 154.27' e = 4.6%

P C

.1

P T

.4

P T

.2

2 2

N

RESUME CONSTRUCTION

See Section H for details type B, solid (4-inch, white) Pavement markings, to be Constructed "MAIN 01" Line

See Section H for details type B, solid (4-inch, yellow) Pavement markings, CONSTRUCTION

SUSPEND

Slope stake limit

Construction limit

Profile grade

Existing Ground

See Section F for details reinforced concrete box culvert 22 feet span, 9 feet rise, precast 270+08.8

Crossing #2 Bull Run Creek

See note 1

See note 1

268+00 268+50 269+00 269+50 270+00 270+50 271+00 271+50 272+00 272+50 273+00 273+50

4,834 4,834

4,836 4,836

4,838 4,838

4,840 4,840

4,842 4,842

4,844 4,844

4,846 4,846

4,848 4,848

4,850 4,850

268+00 268+50 269+00 269+50 270+00 270+50 271+00 271+50 272+00 272+50 273+00 273+50

4,834 4,834

4,836 4,836

4,838 4,838

4,840 4,840

4,842 4,842

4,844 4,844

4,846 4,846

4,848 4,848

4,850 4,850

-2.16%

-1.50%

-0.73%

.0

.7

.2

.4

HLSD = INF'

K = 114

75' VC

HLSD = INF'

K = 257

200' VC

,8

.6

"MAIN 01" 268+40

"MAIN 01" 273+00

prior to 3 inch overlay project

1. Existing ground survey collected

Notes

:4

A u g u s t

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.5

S6 8°0

7'0 6"W

N75°22'37"W e = 6.0%

'267.59L =

'138.51T =

'420.00R =

(RT)36°30'16"Δ =

340+67.68PI

.1

C

C 3

.7

T

1 3

N

BEGIN SCHEDULE A

RESUME CONSTRUCTION

See Section H for details type B, solid (4-inch, white) Pavement markings, See Section H for details type B, solid (4-inch, yellow) Pavement markings, Slope stake limit

Construction limit to be Constructed "MAIN 01" Line

Profile grade

Existing Ground

See Section F for details reinforced concrete box culvert 13 feet span, 12 feet rise, precast 343+55.3

Crossing Boundary Creek

See note 1

337+00 337+50 338+00 338+50 339+00 339+50 340+00 340+50 341+00 341+50 342+00 342+50 343+00 343+50 344+00 344+50

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

337+00 337+50 338+00 338+50 339+00 339+50 340+00 340+50 341+00 341+50 342+00 342+50 343+00 343+50 344+00 344+50

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

-1.34%

-0.31% 3

.9

.2

.0

.5

SSD = 597'

K = 73

150' VC

HLSD = INF'

K = 146

150' VC

,7

.8

"MAIN 01" 339+00

prior to 3 inch overlay project

1. Existing ground survey collected

Notes

:4

A u g u s t

B o u n d a ry

C re e k

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.6

S84°33'39"W e = 5.4%

'192.58L =

'97.29T =

'550.00R =

(LT)20°03'43"Δ =

345+14.43PI

.7

.3

P

O E

5 3

9 N

See Section H for details type B, solid (4-inch, white) Pavement markings, See Section H for details type B, solid (4-inch, yellow) Pavement markings, Slope stake limit

Construction limit to be Constructed "MAIN 01" Line

CONSTRUCTION

SUSPEND

Profile grade

Existing Ground

See note 1

345+00 345+50 346+00 346+50 347+00 347+50 348+00 348+50 349+00

4,708 4,708

4,710 4,710

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

345+00 345+50 346+00 346+50 347+00 347+50 348+00 348+50 349+00

4,708 4,708

4,710 4,710

4,712 4,712

4,714 4,714

4,716 4,716

4,718 4,718

4,720 4,720

4,722 4,722

4,724 4,724

4,726 4,726

4,728 4,728

-2.38%

-1.43%

.3

.4

HLSD = INF'

K = 132

125' VC

"MAIN 01" 347+00

prior to 3 inch overlay project

1. Existing ground survey collected

Notes

:5

A u g u s t

B o u n d a ry

C re e k S h e e t2 p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.7

N87°0 1'38"

W

N55°29'06"W e = 5.4%

L = 319.30'

T = 163.81'

R = 580.00'

Δ = 31°32'32" (RT)

PI 381+45.76

e = 4.2% L = 309.94' T = 156.22' R = 1,000.00'

Δ = 17°45'29" (LT)

PI 375+58.03

P T

.7

P C

.9

P T

.2

1 3

Y T I L I

U

D

I R

B

G N I N R A

W

N

RESUME CONSTRUCTION CONSTRUCTION

SUSPEND

to be Constructed "MAIN 01" Line

Slope stake limit

Construction limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

Existing Ground

G

T

S

T

G

S

T G S

T G S TGS

See section S for details Bull Run Creek Crossing #3, See note 1

See note 1

Bull Run Creek Crossing #3

376+50 377+00 377+50 378+00 378+50 379+00 379+50 380+00 380+50 381+00 381+50 382+00 382+50 383+00 383+50

4,668 4,668

4,670 4,670

4,672 4,672

4,674 4,674

4,676 4,676

4,678 4,678

4,680 4,680

4,682 4,682

4,684 4,684

4,686 4,686

4,688 4,688

376+50 377+00 377+50 378+00 378+50 379+00 379+50 380+00 380+50 381+00 381+50 382+00 382+50 383+00 383+50

4,668 4,668

4,670 4,670

4,672 4,672

4,674 4,674

4,676 4,676

4,678 4,678

4,680 4,680

4,682 4,682

4,684 4,684

4,686 4,686

4,688 4,688

-4.49%

-1.00%

-2.45%

-1.13%

.4

.2

.6

.5

.0

.0

SSD = 797'

K = 69

100' VC

HLSD = 265'

K = 43

150' VC

HLSD = INF'

K = 114

150' VC

,6

.7

"MAIN 01" 376+50 "MAIN 01" 383+55

LEGEND:

Guardrail System MGS, Type 2, Class A Wood Posts

Terminal Section, Type MGS Tangent

Structure Railing Transition Section

4377+50 to 379+13 RT

378+13 to 379+01 LT

380+04 to 380+79 RT

379+92 to 382+55 LT prior to 3 inch overlay project

1. Existing ground survey collected

Notes

:3

S e p te m b e r

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.8

N37° 47'

11" W

N10°57'43"W e = ___

'196.63L =

'100.15T =

'420.00R =

(RT)26°49'28"Δ =

499+38.64PI

.4

.6

P

0 N

END SCHEDULE A & B

END CONSTRUCTION

END PROJECT

to be Constructed "MAIN 01" Line

Slope stake limit

Construction limit

See Section H for details type B, solid (4-inch, yellow) Pavement markings, See Section H for details type B, solid (4-inch, white) Pavement markings, Profile grade

Existing Ground

TG

G

T

S

See note 1

497+00 497+50 498+00 498+50 499+00 499+50 500+00 500+50

4,562 4,562

4,564 4,564

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

497+00 497+50 498+00 498+50 499+00 499+50 500+00 500+50

4,562 4,562

4,564 4,564

4,566 4,566

4,568 4,568

4,570 4,570

4,572 4,572

4,574 4,574

4,576 4,576

4,578 4,578

4,580 4,580

4,582 4,582

4,584 4,584

4,586 4,586

-2.42%

+0.73%

.0

.2

L P

.9

HLSD = 340'

K = 56

175' VC

"MAIN 01" 498+75

Structure Railing Transition Section

Terminal Section, Type MGS Tangent

Guardrail System MGS, Type 2, Class A Wood Posts

LEGEND:

prior to 3 inch overlay project

1. Existing ground survey collected

Notes

:3

A u g u s t

B u ll R u n

B u ll R u n

S h e p w

-w o rk \d

\o ra -g ra n t2

-2 p ln p p -r e d o n e .d g n

PROJECT

D.10

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

3'-6"

2" C

2"

2" C

3"

" B2

"2

4" C

3"

14" specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A

ESCP Sign

:1 u g u s t

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

TABULATION OF QUANTITIES

PROJECT

E.1

120"X84"

84"X120"

JH

N

RESUME CONSTRUCTION

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

Bull Run Creek

Existing wetland

Existing wetland

"MAIN 01" 489+65

:5 e p te m b e r

E r o s io n C o n tr o l B u ll

R u n

S h e p w w o r k \d

\o r a g r a n t2 p ln e c .d g n

CONTROL

SOIL EROSION AND SEDIMENT

PROJECT

E.10

10.4 x 16 20301 -1900

25101 -0100

25101 -0300

25101 -2400

25125 -0000

55102 -2400

60220 -0000

60220 -0000

60220 -0000

62635 -1000

62635 -3000

62635 -3000

62650 -1000

64703 -5000

64703 -6000

64704 -1000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D B

C

LA

S S

B O

U

LD

ER

U N

TR

EA

TE

D

T

IM

B

ER

P

IL

E, I

PL

C E

PR

EC

A S T

R

EI

N

FO

R

ED

N C R

ET

E B O

X C

U

LV

ER

T(

FE

ET

S

PA

N

F

EE

T

R

IS

E)

PR

EC

A S T

R

EI

N

FO

R

N C R

ET

E B O

X C

U

LV

ER

S

PA

N

FE

ET

R

IS

E)

PR

EC

A S T

R

EI

N

FO

R

N C R

ET

E B O

X C

U

LV

ER

S

PA

N

FE

ET

R

IS

E)

C U

TT

IN

G S

C O

TT

O

N W

O

PO

LE

(C O

TT

O

N W

O O

D B

O

LE

C U

TT

IN

G S

W

IL

LO

W

P O

LE

C U

TT

IN

G S

W

IL

LO

W

PO

LE

(W

IL

LO

W

PO

LE

T

R

IP

O D

R

EM

O V E

A N

D R

EP

LA

N T

TR

EE

D S

H R U

B (C

O N

S

ER

V

W

IL

LO

W B

U S H

M

IT

IG

A

TI

O N

R O

O T

W A D

M

IT

IG

A

TI

O N

FI

S H

P A S S A G

E B O

U

LD

ER

M

IT

IG

A

TI

O N

S

TR

EA

M

TE

R

IA

L REMARKS

See below for numbered notes

FEET CUYD EACH CUYD CUYD CUYD EACH EACH LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH CUYD

SCHEDULE A

Boundary Creek Crossing 300 1 70 4 20 34 6 1500 38 30 14 94 Bull Run Creek Crossing #3 450 1 2 1000 24 Bull Run Creek Crossing #4 400 1 2 1200 8 6 8 24

SCHEDULE A TOTAL 3 4 70 2200 4 28 34 12 1500 38 30 22 48 94

SCHEDULE B

Boundary Creek Crossing 300 1 70 4 20 34 6 1500 38 30 14 94 Bull Run Creek Crossing #1 400 1 70 66 136 Bull Run Creek Crossing #2 500 1 70 56 163 Bull Run Creek Crossing #3 450 1 2 1000 24 Bull Run Creek Crossing #4 400 1 2 1200 8 6 8 24

SCHEDULE B TOTAL 5 4 210 2200 4 28 34 66 56 12 1500 38 30 22 48 393

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for required by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 5. See Std. 602-7 for acceptable concrete cell class.

thickness required by the Std. 602-1 fill height table (steel). 6. Structural excavation quantity based on material excavated inside the vertical planes located

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the 18 inches outside and parallel to the limits of footings or foundations.

thickness required by the Std. 602-1 fill height table.

PAY ITEM NUMBER

-A ug -2

2:

P M c:

\p w

-w or k\ d0

D ra in ag e (4 xl sx ]S he et

TABULATION OF DRAINAGE QUANTITIES

PROJECT

F.1OR FLAP GRANT 24(2)

SHEET

NUMBERNote: The quantities shown hereon are approximate and are subject to field adjustments.

CULVERT INLET

CULVERT OUTLET

TYPICAL INFILL CHANNEL

Placed riprap, method A, class 3

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

Mitigation, streambed material

2-yr Water surface

100-yr Water surface

Profile grade

New precast wingwall (L-12')

Precast cutoff wall

Channel bank top

Flowline

Top of wall, elev 4722.8'

Elev 4720.8'

Floor elev 4708.8' Elev 4704.8'

Elev 4716.8'

36x60" CMP arch culvert

Culvert removal, Existing grade, downstream

ELEVATIONS

CROSSING

BOUNDARY CREEK

Elev 4717.5'

Mitigation, streambed material

Precast cutoff wall existing 36x60" CMP arch culvert

Culvert removal, Floor elev 4709.5 Elev 4705.5'

New precast wingwall (L-12')

Placed riprap, method A, class 3

Profile grade

Top of Wall, elev 4723.5'

100-yr Water surface

2-yr Water surface

Elev 4721.5'

(13 feet span, 12 feet rise)

Precast reinforced concrete box culvert

Channel bank top

Flowline

Existing grade, upstream

Existing grade road LC

Existing grade road LC

F.7

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\B o u n d a r y C r e e k C u lv e r t_

L O

F

I n t_ f t2

D .d g n

OR FLAP GRANT 24(2)

:5

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

S v e n L e o n

5'-0" 5'-0"

5'-0"5'-0"

Separation-stabilization geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Match new channel bottom elevation

Match new channel bottom elevation

8'18"12" 18" 12"

Concrete, headwall

Concrete, headwall

Elev 4717.5'

Elev 4716.8'

Not to scale.

Not to scale.

"O

OJ

u

OJ

.c u

.D

"O

OJ

C:

en "iii

OJ

o

C: "'

I

I

'ii 1:' "'5 x'

I

I

I

·c: � S!

:!l :!l u

Inside of box culvert

Non-shrink grout

WATERTIGHT BOX .JOINT SECTION

1 '-5" (max.)

1 '-3" (min.)

1¼"0 Hole for 1 "0 joint tie

I>

I.

Do not install fastener over pipe joint

I> I>

6 6

2'-9½" (max.)

2'-6½" (min.)

.I

SUPPLEMENTAL CONCRETE PIPE TIE

6"x6"xW¼" 2 wire mesh (typ.)

(per manufacturer)

Precast footing

Install tie rods or connector plates per manufacturer between precast sections (typ.)

and cast-in-place sections as applicable

2½" x 2½" Bevel along both sides (typ.)

Embedded connection plates (typ.)

Weep holes per manufacturer

(See sheet F.3 for continuous cast-in-place cutoff wall placed beneath footing) WINGWALL DETAIL

Headwall (according to precast culvert manufacturer)

Interlocking top section

I>

Corbel

3" dia. holes with No. 8 dowels spaced 2'-6" max.

Span

Cutoff wall - per precast culvert manufacturer (Continuous cast-in-place called for on sheet F.3)

Tapered holes permitted when precast

SECTION

HEADWALL AND CUTOFF WALL

DETAIL

Headed Stud

Closed cell foam gasket

Non-shrink grout

Welded connection plate assembly

1 ¼" Mastic rope

CONNECTION PLATE DETAIL

Span Thickness

10" i r, PROFILE

(I) -!!1 0::

Soil compacted in 6" lifts

Bedding material o�?:·O�t��-· 9.- .. � �i:/ ::_>.:·O�t-��--9 ::_·:

I. Span+ 4' . I

BOX CULVERT BEDDING DETAIL

STATE PROJECT

SHEET

NUMBER

Headwall (per precast culvert manufacturer)

Interlocking top section

3" dia. holes with No. 8 dowels spaced 2'-6" max.

Bedding material, 12" depth

Cutoff wall - per precast culvert manufacturer (Continuous cast-in-place called for on sheet F.3)

GENERAL NOTES:

CONSTRUCTION:

Detail is for general information only.

OR FLAP GRANT 24(2)

Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary).

Provide precast concrete culverts.

Provide precast concrete elements per ASTM-C1577, as applicable.

Provide concrete culverts, headwalls, wingwalls, and cut-offwalls conforming to the grades shown in the plans, and provide shop drawings for review by the CO according to Section 104.

Install tie rods or connector plates per manufacturer between precast sections.

DESIGN:

Design precast culverts in accordance with Section 602.

Design cast-in-place components in accordance with Section 552.

Design cut -off walls, headwalls, wingwalls, and footings in accordance with AASHTO LRFD Bridge Design Specifications, latest edition.

DEAD LOAD:

Concrete: 150 lb per cubic foot.

Soil: 125 lb per cubic foot.

LIVE LOAD:

HL-93.

CONCRETE:

F.13

Furnish structural concrete, class A(AE) with minimum 28-day design compressive strength f'c=5000 psi.

Chamfer all exposed edges 3/4-inch.

REINFORCING STEEL:

Furnish reinforcing steel bars conforming to AASHTO M31, deformed (ASTM, A615) grade 60, or welded wire reinforcing conforming to

ASTM A1064.

Provide 2-inch minimum concrete cover to the face of any bar.

SOIL:

Unit weight: 125 lb per cubic foot.

Factored bearing resistance: 6 kips per square foot.

Friction angle: 36 degrees .

BOX CULVERT

STRUCTURAL DETAILS

PROJECT

NUMBER

OR FLAP GRANT 24(2) G.1

TABULAITONOFQUANTITIES

ITEM NO. DESCRIPTION UNIT SCHEDULE A SCHEDULE B NOTE

63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (Bull Run 03) LPSM ALL ALL

63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM (Bull Run 04) LPSM ALL ALL

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 12 20

63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 90 150

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABABLE CHANGEABLE MESSAGE SIGN EACH 2 2

63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 9 9

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HR 1186 1976

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 146 146

65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 03) LPSM ALL ALL *See For information Only quantities

65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (BULL RUN 04) LPSM ALL ALL *See For information Only quantities

65001-1000 65001-1000

CONSTRUCT AND MAINTAIN DIVERSION CONSTRUCT AND MAINTAIN DIVERSION

(BULL RUN03) (BULL RUN04)

(For Information Only) (For Information Only)

I

I ITEMS

QUANTITY

ITEMS

QUANTITY

I

(CUYD) (CUYD)

Unclassified Borrow 415 Unclassified Borrow 507

Aggregate Surface Course 318 Aggregate Surface Course 337

TABULATION OF QUANTITIES

Y T I L I

I R

I N R A

W

N

(BULL RUN 03)

CONSTRUCT AND MAINTAIN DIVERSION

TEMPORARY BRIDGE (Bull Run 03) traffic signal system (bull Run 03) temporary traffic control, traffic signal system (bull Run 03) temporary traffic control, Stop bar

Stop bar typical lane layout

Diversion (Bull Run 03)

12' travelled wayshldr.

1'

1' shldr.

14' min.

:4

S e p te m b e r

T

E M

P O

R A

R Y

T R

A F

F

IC

D

IV

E R

S

IO

N

B U

L L

R U

N p w w o r k

\d

\o r a g r a n t2 p ln

T T

C

.d g n

(BULL RUN 03)

TEMPORARY TRAFFIC DIVERSION

PROJECT

G.2 ra n ite

B u ll

Run

C re e k

GRANITE

h Gulc yt BosLo

S n u m p

C r e e k

C u tr id g e

C h a n n e l

Beagle

C re e k

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

ENDROAD WORK

NEXT 5 MILES

ROAD WORK

NEXT 5 MILES

portable changeable message sign temporary traffic control, portable changeable message sign temporary traffic control, Bull Run 01

Bull Run 02

Boundary Creek

Bull Run 03

Bull Run 04

:2

S e p te m b e r

C

O N

S T

R U

C T

IO

N

S

IG

p w

-w o rk

\d \O

R a -g ra n t2

-2

P

L N s ig n s .d g n

CONSTRUCTION SIGNS

PROJECT

G.4

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway/ Freeway

G20-2

END

ROAD WORK

ROAD WORK

NEXT xx MILES

G20-1 See Note 11

DISTANCE BETWEEN

SIGNS IN FEET

A B 100 100 350 350 500 500

1000 1500

W20-1 over W16-8P

C

G20-2

END

ROAD WORK

END

ROAD WORK

G20-2

� W13-1P (optional)

1)-

END

G20-1 See Note 11

ROAD WORK

NEXT xx MILES

ROAD WORK

G20-2

W20-1 over W16-8P See Note 9

STATE PROJECT

OR FLAP GRANT 24(2)

NOTE:

1. Erect all project advance warning signs before starting construction work.

2. Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

3. Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

4.

5.

6.

7.

8.

9.

10.

11.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 sign when approach speeds exceed 50 MPH. When used place the two W20-1 signs "B" feet apart according to the Sign Spacing Table.

For work zones that are 2 miles or more in length, install G20-1 signs at each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

12. If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

14. Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

SHEET

NUMBER

G.5

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED:

DRAFT: 6/2014

STANDARD

635-1

500'

500'

Bi-directional yellow vehicle positioning guides

500'

PASS

WITH

CARE

R4-2 See Note 6

40' cycle length See Note 2

Bi-directional yellow vehicle positioning guides

PROJECT LIMITS

DETAIL A

Passing zone both directions

Two-way traffic

Bi-directional yellow

40' vehicle positioning guides

Passing Allowed c y c I e length See Note 2

PROJECT LIMITS

DETAIL B

No Passing zone one direction

Two-way traffic

DO

NOT

PASS

R4-1

DETAIL C

PASS

WITH

CARE

No Passing zone both directions Two-way traffic

R4-2

DO

NOT R4-1

PASS

II==

PROJECT LIMITS

See Note 6

No Passing Zone

500'

... <e----- Traffic flow

Traffic flow -->-

500'

... <�-- Traffic flow

Traffic flow-->---

PASS

WITH

CARE

R4-2

DO

NOT R4-1

PASS

See Note 6

40' cycle length See Note 2

Passing Allowed

PROJECT

OR FLAP GRANT 24(2)

NOTE:

1. The pavement on two- or three-lane roads may remain unmarked up to 14 days when providing signs according to this drawing. Optionally use the vehicle positioning guides to provide additional delineation.

SHEET

NUMBER

G.6

2. On curves with radius less than 500 ft, reduce cycle length to 20 ft.

3. Use permanent markings plan to determine no passing zones for each direction of travel.

4. Repeat R4-1 at 1 mile intervals.

5. Repeat WB-12 after each major intersection and every 2 miles for temporary traffic control zones greater than 3 miles long.

6. Use the PASS WITH CARE (R4-2) sign at the downstream end of a no-passing zone only if a DO NOT PASS (R4-1) sign has been installed at the upstream end of the zone.

500'

... <e----- Traffic flow

Traffic flow -->-

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

635-3

SPECIFICATION

FP-24, FP-14

NO SCALE

DELINEATION AND SIGNING

FOR UNMARKED PAVEMENTS

APPROVED FOR USE

2/2024

:2

J u n e

T a b u la ti o n o f P e r m a n e n t

T r a f f ic

C o n tr o l

Q u a n ti ti s p w w o r k \d

\o r a g r a n t2 p ln

P

T C

.d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

PROJECT

NUMBER

H.1

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

B. OLTMANN JULY 2024

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRANITE HILL ROAD RECONSTRUCTION

BULL RUN CREEK CROSSING #3

OREGON

GRANT COUNTY

WALLOWA WHITMAN NATIONAL FOREST

DRAWING NO.

A C

T U

A L

F

IL

E

X X

X

S.01

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

UNLESS NOTED

1"=7'-0"

1 RG3246-A

PLAN AND ELEVATION

:1 a y

D e f a u lt

I:

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D G

N

PLAN

ELEVATION

PROFILE GRADE DIAGRAM

NO SCALE

N

MASH transition rail (typ.)

utility Overhead

CL

Bridge length = 54'-0"

C Bridge C Roadway

CL

Elev.=4678.97 Sta.=379+25.85 Begin Bridge

Elev.=4678.43 Sta.=379+79.85 End Bridge

L ChannelCL

1.00% bridge rail

MASH 2-tube

HP 12x74 pile (typ.)

Elev.=4668.8

Channel

Elev.=4676.68

Low chord rail (typ.)

transition

MASH

ground

Proposed

Gutterline

Gutterline

@ C roadway

Existing ground

@ C roadway

Proposed ground

CL

CL

18" Voided slab

EXP.

FIX

C u r b

OHW ELEV. = 4672.0

c u r b to c u r b o u t-to o u t)

(Bridge length)

(typ.) (typ.)

F. QUINONEZS. LOFTUSS. LOFTUS

See Hydraulics Sheets for riprap details.1.

Notes:

377+00 378+00 379+00 380+00 381+00

-1.00%

.2

.4

.5

.6

100' VC

K = 69

SSD = 797'

150' VC

K = 43

HLSD = 265'

B u ll R u n C re e k

54'-0"

Ch an ne l

0' -0

Bridge

T y p

54'-0"

25.5

12'-1" 11'-0"

O<)

GENERAL NOTES:

SPECIFICATIONS:

Design:

AASHTO LRFD Bridge Design Specifications, Ninth Edition, 2020.

Construction:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

DESIGN LOADS:

Dead Load:

Concrete: 150 lbs. per cubic foot (c.i.p.),160 lbs. per cubic foot (precast) Other Concrete: 150 lbs. per cubic foot.

Soil: 130 lbs. per cubic foot.

Structural Steel: 490 lbs. per cubic foot.

Future Wearing Allowance: 25 lbs. per square foot, applied to clear roadway width.

Bridge Railing (Each): 218 lbs. per cubic foot.

Live Loads:

HL-93. Maximum Dynamic Load Allowance (Impact), IM=33%, applied to design truck only.

Seismic:

Peak Ground Acceleration (PGA = 0.10 g), modified by the Site Coefficient (FPGA = 1.60g) to give a spectrum acceleration, AS = 0.160 g.

Short period acceleration at 0.2 seconds (SS = 0.227 g) modified by the Site Coefficient (Fa = 1.60) to give the short period spectrum acceleration, SDS = 0.363 g.

Long period acceleration at 1.0 seconds (Sl = 0.073 g) modified by the Site Coefficient (FV = 2.40) to give the long period spectrum acceleration, SD1 = 0.175 g.

Site Class = D. Seismic Zone = 2.

Wind:

In accordance with current AASHTO LRFD Bridge Design Specifications. Category C: 3 second gust = 110 mph

MATERIALS:

Cast-in-place Concrete:

For all cast in place concrete, except closure joints between girder flanges, use structural concrete Class A(AE) with a minimum 28-day compressive strength fc=4500 psi. For closure joints between girder flanges, use ultra-high performance concrete with a minimum 4-day strength of 14,000 psi. For approach slabs place structural concrete Class D (AE) with a minimum 28-day compressive strength f'c=5000 psi.

Chamfer exposed edges of all concrete ¾ inch, unless noted otherwise on the plans. Provide Type 1L of Type II cement for all concrete.

Joint Fillers:

Furnish preformed expansion joint filler meeting the requirements of AASHTO M 213. Furnish flexible cellular rubber conforming to ASTM D1056, Type 2 Grade 4 or 5.

Reinforcing Steel:

Furnish reinforcing steel conforming to AASHTO M 31, or M 322, Grade 60 deformed. Use minimum concrete cover to the face of any bar of 2 inches, unless noted otherwise on the plans. Minimum splice lengths for all bar sizes are shown on the plans. Provide epoxy coated superstructure reinforcing steel, as noted on the bar list.

Prestressing Steel:

Furnish Grade 270, 0.5" 0, seven-wire, uncoated, low-relaxation, prestressing strand conforming to AASHTO M 203. Pretensioned each strand to a total load of 33,982 lbs. at which load fpbt = 0.75(fpu) = 202,500 psi.

The final estimated effective prestress force is 26,088 lbs. per strand.

Prestressed Concrete Girders:

For prestressed concrete girders, use Class P or Class P(AE) concrete, with a minimum 28-day strength, fc =

7000 psi and an initial release strength f'ci = 5,500 psi. Ensure the stability of the girders during all phases of construction.

Structural Steel:

Furnish steel piles conforming to ASTM A572, A588, or A690, grade 50.

Miscellaneous Structural Steel:

Furnish diaphragm anchor bolts conforming to ASTM A307.

Bearings:

Furnish steel reinforced elastomeric bearing pad that conform to AASHTO M 251 with 60 Durometer hardness, elastomer Grade 3 or higher. Furnish steel shim plates that conform to ASTM A36. AASHTO LRFD Design method "A" used for elastomeric pad design.

:,._ NO. DATE BY REVISIONS NO. DATE BY REVISIONS

O<)

GEOTECHNICAL REPORT:

For boring logs and other geotechnical information, See Geotechnical Report No. GM14-23 , dated 03-2024, prepared by the U.S. Department of Transportation, Federal Highway Administration, Western Federal Lands Division.

Item No.

20803-0000

55101-1600

55201-0200

55302-0500

55401-1000

55601-1100

56401-1000

57502-0000

58501-0000

Item

Structural Backfil

Steel H-Pile, 12x74 , In Place

Structural Concrete, Class A (AE)

Precast, Prestressed Concrete Slab, 48" Voided

Reinforcing Steel

Bridge Railing, Steel, Two Rail (2-Tube MASH)

Bearing Device, Elastomeric (Bull Run Creek Crossing # 3}

Temporary Bridge (44 feet by 14 feet)

Ultra H igh Performance Concrete (Joints)

(1) Contract quantity

(2) Curb con crete and reinforcing steel included in bridge railing.

Quantity

ALL

Unit

CUYD

LNFT

CUYD

LNFT

LBS

LNFT

EACH

LPSM

CUYD

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

S. LOFTUS S. LOFTUS Y. QI NO SCALE B. OLTMANN

STATE PROJECT

OR FLAP GRANT 24(2)

INDEX OF BRIDGE PLAN SHEETS

SHEET NO. SHEET TITLE

Notes

(1)

(1)

(1)

(1)

(1)

(1)(2)

(1)

(1)

(1)

Plan and Elevation General Notes Foundation Layout Abutment Layout Abutment Detail Wingwall 1 Wingwall 2 Typical Section Deck Girder Details 1 Girder Details 2

Girder Details 3 Bridge Rail 1 Bridge Rail 2

Rebar List

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRANITE HILL ROAD RECONSTRUCTION

WALLOWA WHITMAN NATIONAL FOREST

GRANT COUNTY

OREGON

BULL RUN CREEK CROSSING #3

GENERAL NOTES

SHEET

NO.

S.02

BRIDGE DRAWING DATE DRAWING NO.

2 of 15 JULY 2024 RG3246-B

T U

A L

F

IL

E

X X

S.03

3 RG3246-C

FOUNDATION LAYOUT

:1

J u ly

D e f a

\T e c h S e rv ic e s \B ri d g e \B rd g D g n \C

A D

D \S e e d F il e s \P ro je c t\

R

X S

H T

.D

Notes:

Orient piles with strong axis parallel to abutment centerline.2.

Fit piles with driving shoes before pile driving operation.1.

" = 1'-0"4

N

Begin bridge Roadway

StructureCL

CL

CL

CL Piles

Abutment 1 & CL

CL Piles

Abutment 2 &

A A B B

End bridge

ABUTMENT 1

ABUTMENT 2

FOUNDATION PLAN

SECTION A-A SECTION B-B

Min. Tip Elev. 4656.00 Min. Tip Elev. 4655.00

Elev. 4673.95

T y p

Elev. 4673.41 (Typ.)

HP12x74

CL

CL Piles

Abutment 1 & CL

CL Piles

Abutment 2 &

S. INGNAM

K. COX

S. LOFTUS

Y. QI

S. LOFTUS

RESISTANCE (K)

NOMINAL

ABUT. 1

ABUT. 2

LOCATION

PILE DATA TABLE

FACTOR, Φ

RESISTANCE

167 0.65

0.65

LOAD (K)

FACTORED

STRENGTH I

RESISTANCE (K)

DRIVING

ELEVATION (FT)

ESTIMATED PILE TIP

DRIVING CRITERIA DESIGN DATA

Wingwall B Wingwall D

Wingwall B Wingwall D

Wingwall A Wingwall C

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRANITE HILL ROAD RECONSTRUCTION

BULL RUN CREEK CROSSING #3

OREGON

GRANT COUNTY

WALLOWA WHITMAN NATIONAL FOREST

DRAWING NO.

50'-8" m in

12'-1" (typ.)

(t y p

11'-0" (typ.)

'-6

'-6

'-6

'-6

'-0

1'-8" 1'-8"

25.5°

T U

A L

F

IL

E

X X

S.04

AS SHOWN 4 RG3246-D

ABUTMENT LAYOUT

:1 a y

D e f a p w

-w o rk

\d \S

.0 O

R F

L A

P G

R A

N T

(2

A B

U T

.D G

N

ABUT. 1 ABUT. 2

BEARING SEAT ELEVATIONS

A

B

C

D

POINT

4677.10

4677.10

4677.53

4677.53 4676.56

4676.55

4676.99

4676.99

See "ABUTMENT DETAIL" sheet for additional drainage details.4.

See "GIRDER DETAILS 3" sheet for slab bearing details.3.

through weep holes at face of abutment.

perforated wingwall pipes to perforated abutment pipe and daylight drain pipe behind wingwalls and abutment. Cap ends of pipe. Tie

Install continuous geocomposite sheet drain and 3" dia. perforated 2.

and elevations.

See "WINGWALL 1" and "WINGWALL 2" sheet for wingwall details 1.

" = 1'-0"4

Scale:

PLAN

ELEVATION

" = 1'-0"4

Scale:

SECTION A-A

" = 1'-0"2

Scale:

(See Note 2)

1" Geocomposite sheet drain drain pipe

3" Ø Perforated

A

B

CL

CL

D

C

Begin/End Bridge

CLC Girder G CLC Girder F CLGirder E

L Structure L Roadway L Girder D CLC Girder C CLC Girder B CLC Girder ACL

Abut. 2 Elev. 4673.41

Abut. 1 Elev. 4673.95

Pile (typ.)

HP 12x74 CL

2.00%

HP 12x74 Pile (typ.)

L Cap

L PileCL

(Abutment 1 shown, Abutment 2 similar)

(Abutment 1 shown, Abutment 2 similar)

A

A

(Typ.)

weephole

3" Dia.

See Note 3

#8 Dowel (typ.)

Bearing pad (typ.)

N

(Along C Abutment)CL

Wingwall A

Wingwall B

Weephole

L 3" Ø CL

1%

L Structure

L Roadway

CL

CL

L Bearings

L Abutment &

CL

CL

(Measured along L cap)CL

(Measured along L cap)CL ty p

CL

S. INGNAM

K. COX

S. LOFTUS

Y. QI

S. LOFTUS

sheet drain

1" Geocomposite

(See Note 4) drain pipe

3" Φ Perforated

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GRANITE HILL ROAD RECONSTRUCTION

BULL RUN CREEK CROSSING #3

OREGON

GRANT COUNTY

WALLOWA WHITMAN NATIONAL FOREST

DRAWING NO.

1'-0" (typ.)

V a ri e s

3'-0"

"4

6 eq. spa. = 26'-8

"4

31'-5

"4

14'-2

(t y p

"4

14'-2

"2 13'-5"16

3'-5

4 spa. @ 6'-6" = 26'-0"

3'-3" 3'-3"3 spa. @ 6'-6" = 19'-6"

"4 11'-1

(t y p

"8 733'-7

T U

A L

F

IL

E

X X

S.05

AS SHOWN 5 RG3246-E

ABUTMENT DETAIL

:2

M a y

D e f a p w

-w o rk

\d \S

.0 O

R F

L A

P G

R A

N T

(2

A B

U T

D E

T A

IL

.D

G N

Key:

n.f. = near face f.f. = fill face e.f. = each face

ELEVATION

" = 1'-0"4

Scale:

" = 1'-0"4

Scale:

PLAN

SECTION A-A

" = 1'-0"2

Scale:

(Abutment 1 shown, Abutment 2 similar)

(Abutment 1 shown, Abutment 2 similar)

Begin/End Bridge

HP 12x74 Pile (typ.)

L Roadway L StructureCL

CL

Lap #10A2(a) and #10A2(b) at every pile location.4.

locations.

Provide #5A4(b) stirrups along top of cap at intersection of pile 3.

Abutment 1 shown. Abutment 2 similar but mirrored.2.

sheets for wingwall details and elevations.

See "WINGWALL 1" and "WINGWALL 2" 1.

f.f.n.f.

#10A1 (6 tot.)

(See Note 4)

#10A2(a) btwn. piles

(See Note 3)

2 #5A4(a) (typ.)

#5A6

#6A5(b)

A A

#10A1 or #5A3 2- #10A2(b)

L Abutment

L BearingCL

CL

#6A5(a) piles (typ.)

#10A2(a) btwn.

#10A2(d) #10A2(c)Pile (typ.)

HP 12x74

(See Note 3)

#5A4(b)

#10A2(b) at piles

#8W3

#8W8

S. LOFTUSY. QI S. INGNAM

#10A2(d)

#10A2(c)

2…