ora-polk-mitchell1_PLAN.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2023.09.15 15:07:12 -07'00'

PLAN & PROFILE

EROSION CONTROL

WALLS

I Vl g z C, A.l

A.2

A.3

A.4

INDEX TO SHEETS

A. GENERAL INFORMATION

TITLE SHEET

INDEX TO SHEETS

PLAN SYMBOLS AND ABBREVIATIONS

VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-2 SUMMARY OF QUANTITIES - SCHEDULE A

SUMMARY OF QUANTITIES - SCHEDULE B B.3-4

C. TYPICAL SECTIONS

C.1-10 TYPICAL SECTION

D. PLAN & PROFILE

D.1 SURVEY CONTROL

D.2 TABULATION OF PLAN AND PROFILE QUANTITIES

D.3-11 PLAN AND PROFILE - 14+35 TO 66+45.46

E.l

E.2

E.3

E.4

E.5

E.6

E.7

F.1

F.2-5

E. APPROACH ROAD AND DRIVEWAYS

APPROACH AND DRIVEWAY LOCATIONS AND DETAILS

APPROACH ROAD - 18+05 RT

DRIVEWAY - 34+00 LT

DRIVEWAY - 36+63 LT AND 38+27 LT

DRIVEWAY - 56+71 LT

DRIVEWAY - 58+58 LT AND 59+56 LT

DRIVEWAY - 61+12 RT AND 62+15 RT

F. EROSION CONTROL

TABULATION OF SOIL EROSION AND SEDIMENT CONTROL

QUANTITIES

EROSION AND SEDIMENTATION CONTROL PLANS

F.6-10 STANDARD DETAILS

F.11 CULVERT INLET AND OUTLET EROSION CONTROL DETAILS

G. DRAINAGE

G.l TABULATION OF DRAINAGE QUANTITES

G.2-4 STANDARD DETAILS

G.S LITTLE LUCKIAMUTE BRIDGE SCOUR MITIGATION PLAN

G.6 LITTLE LUCKIAMUTE BRIDGE SCOUR MITIGATION SECTIONS

G.7 WILLOW POLE PLANTINGS DETAILS

G.8 ROADSIDE DEVELOPMENT TREATMENT DITCH DETAILS

G.9 STANDARD DETAIL

H.

H.l

H.2

H.3-4

H.5

WALLS

TABULATION OF WALL QUANTITIES

IN-STREAM ROCKERY DETAILS

WALL PLAN AND PROFILE - 200+00 TO 208+80

PRECAST CONCRETE BLOCK REATINING WALL DETAILS

I. SAFETY

1.1-3 STANDARD DETAIL

INDEX TO SHEETS

J. TEMPORARY TRAFFIC CONTROL

J.l TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

J.2 TEMPORARY TRAFFIC CONTROL SIGNS VICINITY MAP

J.3-4 TEMPORARY DETOUR TYPICAL SECTION

J.5 ROCKERY WALL OVERVIEW

J.6 TEMPORARY DIVERSION OVERVIEW

J.7 TEMPORARY DIVERSION PLAN AND PROFILE

J.8-13 STANDARD DETAILS

J.14-15 CONCRETE BARRIER (PRECAST)

J.16 BIPARTISAN INFRASTRUCTURE LAW SIGN

K. PERMANENT TRAFFIC CONTROL

K.1 TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

K.2-5 PERMANENT TRAFFIC CONTROL PLAN

K.6-11 STANDARD DETAILS

K.12

K.13

L.1

L.2

L.3

L.4

L.5

L.6

L.7

L.8

OREGON DELINEATORS

SIGN DETAILS

L. BRIDGE

PLAN AND ELEVATION

GENERAL NOTES AND ESTIMATE

FOUNDATION PLAN

EXCAVATION/ BACKFILL DETAILS

ABUTMENT 1 FOOTING PLAN

ABUTMENT 1 PLAN & ELEVATION

ABUTMENT 2 FOOTING PLAN

ABUTMENT 2 PLAN & ELEVATION

L.9 ABUTMENT 1 WINGWALLS

L.10 ABUTMENT 2 WINGWALLS

L.11 ABUTMENT ENDWALLS

L.12 P/S GIRDER SECTIONS

L.13 P/S GIRDER ELEVATION

L.14 P/S GIRDER PLAN

L.15 P/S GIRDER DETAILS

L.16 DECK PLAN AND TYPICAL SECTION

L.17 APPROACH SLAB

L.18 STEEL BRIDGE RAILING

L.19 STRUCTURE TRANSITION RAILING

L.20-23 REBAR LIST

M. ROADSIDE FEATURES

M.1-5 FENCE LAYOUT

M.6-8 STANDARD DETAILS

STATE PROJECT

OR FLAP POLK MITCHELL(l)

SHEET

NUMBER

A.2

�1.---------------------------------------------------------------------------------------.------------------------------.

INDEX TO SHEETS

OR FLAP POLK MITCHELL(1)

A.3

Sheet and Description

Section D Section E Section F Section G Section H Section J Section K Section L

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 238 12 250

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,864 96 1,960

A0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 953 57 1,010

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 23 5 28

A0200 20101-0000 CLEARING AND GRUBBING ACRE 3.6 0.2 3.8

A0220 20301-1600 REMOVAL OF MAILBOX EACH 1 1

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0260 20301-2400 REMOVAL OF SIGN EACH 6 6

A0280 20302-0700 REMOVAL OF FENCE LNFT 150 10 160

A0300 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0320 20401-0000 ROADWAY EXCAVATION CUYD 3,092 308 3,400

A0340 20421-0000 ROCK EXCAVATION CUYD 32 32 Contract Quantity

A0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C SQYD 1,088 112 1,200

A0380 20801-0000 STRUCTURE EXCAVATION CUYD 570 570 Contract Quantity

A0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 40 8 48

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 166 19 185

A0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE) CUYD 697 69 766

A0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 520 60 580

A0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4 CUYD 57 8 65

A0500 25126-0000 REMOVE AND RESET BOULDER EACH 2 2

A0520 25210-1000 ROCKERY, IN-STREAM SQFT 9,676 484 10,160

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 3,397 26 177 3,600

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,210 115 2,325

A0580 41201-0000 TACK COAT TON 4 1 5

A0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 231 231 Contract Quantity

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH) LNFT 558 558

A0640 55401-1000 REINFORCING STEEL LB 13,700 13,700 Contract Quantity

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED LB 13,200 13,200 Contract Quantity

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 286 286 Contract Quantity

A0700 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE) LPSM All ALL

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 10 10 Contract Quantity

A0740 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE CUYD 7 7 Contract Quantity

A0760 60101-0000 CONCRETE CUYD 41 41

A0780 60201-0600 18-INCH PIPE CULVERT LNFT 80 8 88

A0800 60201-0800 24-INCH PIPE CULVERT LNFT 172 18 190

MileStone: Sign-Off Report Date: 09/11/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

:2

A M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FLAP POLK MITCHELL(1)OR

SHEET

NUMBER

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge Allowance Bid Schedule

A0820 60201-1000 36-INCH PIPE CULVERT LNFT 82 8 90

A0840 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 934 26 960

A0860 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,125.0 25.0 1,150.0

A0880 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 6 6

A0900 61707-0000 STRUCTURE TRANSITION RAILING LNFT 74 74 Contract Quantity

A0920 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 131 9 140

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0960 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET,

10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM

FLYWHEEL HOUR 20

A0980 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A1000 62301-0000 GENERAL LABOR HOUR 80

A1020 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH ACRE 1.2 0.1 1.3

A1040 62501-0000 TURF ESTABLISHMENT ACRE 1.2 0.1 1.3

A1060 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD) EACH 960 960

A1080 63302-0000 SIGN SYSTEM SQFT 19 1 20

A1100 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1) EACH 16 2 18

A1120 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2) EACH 47 3 50

A1140 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 13,880 70 13,950

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 13,880 140 14,020

A1180 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 56 56

A1200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 30 30

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 1

A1240 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 4 4

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 229 26 255

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 440 440

A1300 64603-0200 FIXTURE, MAILBOX EACH 1 1

A1320 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH) LNFT 350 18 368

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL

-S ep -2

:2

A M

MileStone: Sign-Off Report Date: 09/11/23 c:

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2)

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 POLK MITCHELL(1)OR

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 238 12 250

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 3,921 209 4,130

B0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 953 57 1,010

B0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 53 3 56

B0200 20101-0000 CLEARING AND GRUBBING ACRE 5.8 0.2 6.0

B0220 20301-1600 REMOVAL OF MAILBOX EACH 3 3

B0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

B0260 20301-2400 REMOVAL OF SIGN EACH 8 8

B0280 20302-0700 REMOVAL OF FENCE LNFT 909 51 960

B0300 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

B0320 20401-0000 ROADWAY EXCAVATION CUYD 10,978 1,122 12,100

B0340 20421-0000 ROCK EXCAVATION CUYD 32 32 Contract Quantity

B0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C SQYD 1,088 112 1,200

B0380 20801-0000 STRUCTURE EXCAVATION CUYD 570 570 Contract Quantity

B0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 40 8 48

B0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 166 19 185

B0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE) CUYD 697 69 766

B0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 520 60 580

B0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4 CUYD 57 8 65

B0500 25126-0000 REMOVE AND RESET BOULDER EACH 2 2

B0520 25210-1000 ROCKERY, IN-STREAM SQFT 9,676 484 10,160

B0540 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL SQFT 2,140 112 2,252

B0560 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (PRECAST CONCRETE BLOCK

RETAINING WALL) LPSM ALL

B0580 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 5,341 55 279 5,675

B0600 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,528 182 3,710

B0620 41201-0000 TACK COAT TON 5 1 6

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 231 231 Contract Quantity

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH) LNFT 558 558

B0680 55401-1000 REINFORCING STEEL LB 13,700 13,700 Contract Quantity

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED LB 13,200 13,200 Contract Quantity

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 286 286 Contract Quantity

B0740 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE) LPSM All ALL

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 10 10 Contract Quantity

B0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE CUYD 7 7 Contract Quantity

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:2

A M

MileStone: Sign-Off Report Date: 09/11/23 c:

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3)

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.3FLAP POLK MITCHELL(1)OR

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge Allowance Bid Schedule

B0800 60101-0000 CONCRETE CUYD 41 41

B0820 60201-0600 18-INCH PIPE CULVERT LNFT 80 8 88

B0840 60201-0800 24-INCH PIPE CULVERT LNFT 364 26 390

B0860 60201-1000 36-INCH PIPE CULVERT LNFT 82 8 90

B0880 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 934 26 960

B0900 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,625.0 50.0 1,675.0

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

B0940 61707-0000 STRUCTURE TRANSITION RAILING LNFT 74 74 Contract Quantity

B0960 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 887 53 940

B0980 61920-2000 REMOVE AND RESET GATE EACH 2 2

B1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

B1020 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET,

10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM

FLYWHEEL HOUR 20

B1040 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

B1060 62301-0000 GENERAL LABOR HOUR 80

B1080 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH ACRE 2.3 0.2 2.5

B1100 62501-0000 TURF ESTABLISHMENT ACRE 2.3 0.2 2.5

B1120 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD) EACH 960 960

B1140 63302-0000 SIGN SYSTEM SQFT 37 3 40

B1160 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1) EACH 19 1 20

B1180 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2) EACH 50 5 55

B1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 20,844 206 21,050

B1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 20,844 106 20,950

B1240 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 88 88

B1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 30 30

B1280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 1

B1300 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 4 4

B1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 229 26 255

B1340 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 440 440

B1360 64603-0200 FIXTURE, MAILBOX EACH 3 3

B1380 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH) LNFT 561 29 590

B1400 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL

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:2

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MileStone: Sign-Off Report Date: 09/11/23 c:

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4)

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 POLK MITCHELL(1)OR

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

7 452288.686 7439826.435 476.072 44°52'09.155330"N 123°26'27.512233"W 405.0421 0.999888821 1/2" IR w/RPC 1.

9 452550.724 7439040.972 461.663 44°52'11.458759"N 123°26'38.544753"W 390.6874 0.999889449 1/2" IR w/RPC

20 452623.493 7437139.688 441.646 44°52'11.492001"N 123°27'04.966185"W 370.7721 0.999890399 1/2" IR w/RPC

21 452730.317 7437020.903 443.250 44°52'12.503321"N 123°27'06.668777"W 372.3847 0.999890297 RR SPIKE

24 453143.233 7436564.490 453.882 44°52'16.413382"N 123°27'13.212127"W 383.0497 0.999889689 1/2" IR w/RPC

18101 452141.613 7439931.759 469.274 44°52'07.741822"N 123°26'25.976321"W 398.2347 0.999889182 5/8" IR W/FHWA ALUM CAP

18102 452328.782 7439763.413 476.236 44°52'09.528358"N 123°26'28.407063"W 405.2105 0.999888803 5/8" IR W/FHWA ALUM CAP

18103 452496.015 7439460.254 466.814 44°52'11.069676"N 123°26'32.698601"W 395.8146 0.999889213 5/8" IR W/FHWA ALUM CAP

18104 452574.026 7438606.009 470.777 44°52'11.532182"N 123°26'44.592639"W 399.825 0.99988901 5/8" IR W/FHWA ALUM CAP

18106 453005.057 7436335.447 457.935 44°52'14.967149"N 123°27'16.320521"W 387.1113 0.999889531 5/8" IR W/FHWA ALUM CAP

18107 452617.282 7435977.308 465.399 44°52'11.011171"N 123°27'21.093596"W 394.5849 0.999889274 5/8" IR W/FHWA ALUM CAP

18108 452628.003 7435735.997 469.615 44°52'11.029791"N 123°27'24.447752"W 398.8134 0.999889071 5/8" IR W/FHWA ALUM CAP

18109 452784.461 7435417.132 483.578 44°52'12.458514"N 123°27'28.952218"W 412.7961 0.999888367 5/8" IR W/FHWA ALUM CAP

18111 452994.075 7434721.389 495.516 44°52'14.275419"N 123°27'38.713847"W 424.7792 0.999887749 5/8" IR W/FHWA ALUM CAP

PROJECT : Mitchell Street and Black Rock Road Reconstruction DATE OF FIELD WORK : September/October 2018

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon 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.

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STATE PROJECT

D.1

SHEET

NUMBER

FLAP POLK MITCHELL(1)OR

SURVEY CONTROL

OR FLAP POLK MITCHELL(1) F.6

OR FLAP POLK MITCHELL(1) F.7

OR FLAP POLK MITCHELL(1) F.8

OR FLAP POLK MITCHELL(1) F.9

OR FLAP POLK MITCHELL(1) F.10

10.4 x 16 20301 -1900

20702 -0300

25101 -0100

25101 -0200

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25101 -2400

25110 -2400

60201 -0600

60201 -0800

60201 -1000

62635 -3000

64631 -0000

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REMARKS

See below for numbered notes

FEET CUYD EACH SQYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT EACH LNFT Lt Rt 16+23 1 4 17 6 60 C 17+92 RT 1 9 80 C Approach Road 20+61 1 4 7 6 60 C 22+59 1 25+98 to 27+98 RT 200 27+06 5 4 52 C 28+08 1 22+60 to 25+75 LT 477 323 445 Rockery, In-Stream 25+75 to 27+45 LT 120 27+45 to 31+10 LT 350 374 515 Rockery, In-Stream 31+10 to 31+85 LT 18 Little Luckimute Bridge 220 40 520 57 Little Luckimute Bridge 38+60 to 40+00 RT 150 59+86 18 841 17 16 82 C

SCHEDULE A TOTAL 862 2 1088 40 166 697 520 57 80 172 82 960 350

49+04 to 49+15 LT 11 56+53 LT 3 5 60 C Approach Road 58+85 to 59+85 LT 100 58+58 LT 3 3 30 C Approach Road 59+57 LT 3 2 30 C Approach Road 60+03 to 61+03 LT 100 61+12 RT 3 3 34 C Approach Road 62+20 RT 3 3 38 C Approach Road

SCHEDULE B TOTAL 878 2 1088 40 166 697 520 57 80 364 82 960 561

Allowable Pipe Material NOTE: C Concrete

1. See Std. 602-7 for acceptable concrete cell class.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d0 or a-po lk

-m itc he ll1

_D ra in ag e.

xl sx ]S he et

-S ep -2

:0

K M ill er

8/

W

FL

H

D 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

FLAP POLK MITCHELL(1)OR

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

OR FLAP POLK MITCHELL(1) G.2

OR FLAP POLK MITCHELL(1) G.3

OR FLAP POLK MITCHELL(1) G.4

G.5FLAP POLK MITCHELL(1)

OR FLAP POLK MITCHELL(1) G.9

OR FLAP POLK MITCHELL(1) I.1

I.2OR FLAP POLK MITCHELL(1)

I.3OR FLAP POLK MITCHELL(1)

OR FLAP POLK MITCHELL(1) J.8

OR FLAP POLK MITCHELL(1) J.9

OR FLAP POLK MITCHELL(1) J.10

OR FLAP POLK MITCHELL(1) J.11

OR FLAP POLK MITCHELL(1) J.12

OR FLAP POLK MITCHELL(1) J.13

5.6 60.8 5.6

3.76 I 64.48 I 3.76

I 16 40 16 I

22.5 I 27 I 22.5

9.76 I 52.48

- 1-

9.76

I

('I')

PROJECT FUNDED BY THE lJ �

('I')

Bipartisan Infrastructure Law lJ �

('I')

INVESTING IN lJ.J � �

!'\I

AMERICA lJ.J �

('I')

\--:!-2, l

� U.S.-"'·--·

Flclml HICJhwlly. Administration

Offlce.olFecl•ILlnds.H�

Lr) !'\I

('I')

� Three 0. 5-inch stripes 9.76 J spaced 0.5-inch apartW\ See BLM Pictograph and Note 3

Dimensions: 2.3" Radius, 1" Border

\ I.

See USDOT Pictograph

Colors: Legend, Border - White (retroref/ective) Background - Green (retroreflective)

Area: 24 sqft

BIL PROJECT FUNDING SOURCE SIGN

PROJECT

OR FLAP POLK MITCHELL (1)

-7

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

Colors: Legend, Outline - Black (retroref/ective) Background - White (retroref/ective)

BLM PICTOGRAPH

Lr) !'\j

Lr)

Lr)

Lr) !'\I r-..j

Lr)

0.675

3.6

3.6 t3 2.25

NOTES:

1. Unless otherwise noted, dimensions are inches.

2. Refer to Standard 635-14 for post and sign mounting requirements.

3. All incorporated pictographs are subject to approval.

Ensure all pictographs are vector-based, vinyl-ready.

14 25

10.15 0.5 ---

10.2 0.45

1.

---l

U.S. Department of Transportation 0. ---- 0.

Federal Highway Administration

0. ---- 0.

Office of Federal Lands Highwa�

0.

1.

10.2 l.a.45

0.675 Colors: Legend - White (retroref/ective)

Background - Blue (retroreflective) Area: 0.52 sqft

USDOT PICTOGRAPH

5C

5C

5C

SHEET

NUMBER

J.16

BIPARTISAN INFRASTRUCTURE

LAW SIGN

OR FLAP POLK MITCHELL(1) K.10

OR FLAP POLK MITCHELL(1) K.11

OR FLAP POLK MITCHELL(1) M.7

OR FLAP POLK MITCHELL(1) M.8