ORDOT18(2)_plans.pdf

PDF 36 MB Posted Oct 31, 2022

Attached to: OR DOT 18(2) OR58: Fix it Corridor Culverts Federal contract opportunity
Solicitation number: 69056721B000023
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity from the Department of Transportation Federal Highway Administration. Solicitation number 69056721B000023 seeks bids for the OR DOT 18(2) OR58: Fix it Corridor Culverts project to replace or repair culverts along a section of OR58 highway in Oregon. Bidders should review the attached ORDOT18(2)_plans.pdf file for full project requirements. The opportunity type is listed as a solicitation, indicating the agency is accepting proposals. No other salient details are provided such as response dates, award timing, or pricing terms.

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Other files for this federal contract opportunity

Other files attached to OR DOT 18(2) OR58: Fix it Corridor Culverts, newest first.
File	Type	Posted
BidSum OR DOT 18(2).pdf	PDF	Dec 12, 2022
BidTab OR DOT 18(2).pdf	PDF	Dec 12, 2022
QA 12_07_22.pdf	PDF	Dec 7, 2022
QA2 12_06_22.pdf	PDF	Dec 6, 2022
QA 12_06_22.pdf	PDF	Dec 6, 2022
Amendment A003.pdf	PDF	Dec 5, 2022
QA 12_05_22.pdf	PDF	Dec 5, 2022
QA 12_01_22.pdf	PDF	Dec 2, 2022
D.3.pdf	PDF	Dec 1, 2022
A.1.pdf	PDF	Dec 1, 2022
F.9.pdf	PDF	Dec 1, 2022
H.1 through H.3.pdf	PDF	Dec 1, 2022
Amendment A002.pdf	PDF	Dec 1, 2022
H.16.pdf	PDF	Dec 1, 2022
A.4.pdf	PDF	Dec 1, 2022
QA 11_30_22.pdf	PDF	Nov 30, 2022
QA 11_29_22.pdf	PDF	Nov 29, 2022
Amendment_A001.pdf	PDF	Nov 28, 2022
QA 11_28_22.pdf	PDF	Nov 28, 2022
QA 11_21_22.pdf	PDF	Nov 21, 2022
QA 11_16_22.pdf	PDF	Nov 16, 2022
OR DOT 18(2)_Hydraulic Report.pdf	PDF	Oct 31, 2022
Physical Data_1.zip	ZIP file	Oct 31, 2022
OR DOT 18(2)_Limited ESA Report.pdf	PDF	Oct 31, 2022
OR DOT 18(2)_Traffic Management Plan.pdf	PDF	Oct 31, 2022
OR DOT 18(2)_Mobility Considerations Checklist.pdf	PDF	Oct 31, 2022
IFB 69056721B000023.pdf	PDF	Oct 31, 2022
OR DOT 18(2)_Geotechnical_Report.pdf	PDF	Oct 31, 2022

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TYPE OF CONSTRUCTION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY:

PLANS PREPARED FOR:

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

PROJECT MANAGER

P A

C F

I C

I O

E C

A N

COLUMBIA R

S N

A K E

E R

Lake

Malheur Lake

Harney

Lake

Summer

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

CALIFORNIA

OREGON KEY MAP

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

395197

20 20

NEVADA

PROJECT LOCATION

Approximate Scale in miles

7.5 0 7.5 15 22.5 30

P o t

R o c h e

C h e c k e d b y

D e s ig n e d b y

OR DOT 18(2)

EUGENE

Bend

D E S

C H

U T E S R

E R

ILLA

ETTE

Construction: Grading, drainage, surfacing

DATE

APPROVED:

4474+51

Milepost 84.97

OR DOT 18(2)

END PROJECT

132+97

Milepost 2.73

OR DOT 18(2)

BEGIN PROJECT

SPECIFICATION:

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

FIX-IT CORRIDOR CULVERTS

OR58:

LENGTH 82.24 MILES

OREGON

LANE COUNTY & KLAMATH COUNTY

M. MILLER

S E C T I O N I N D E X

REVEGETATIONJ.

PERMANENT TRAFFIC CONTROLI.

TEMPORARY TRAFFIC CONTROLH.

GUARDRAILG.

EROSION CONTROLF.

DRAINAGEE.

PLAN SHEETSD.

TYPICAL SECTIONSC.

SUMMARIESB.

GENERAL INFORMATIONA.

See Sheet A.2 for Index to Sheets

12/31/2024EXPIRES:

OREGON

98999PE

GIS

TER

ED PROFESSIONALE

NGINEER

202 ,80 H

CRA

Y E

NIL EPOH

R A

Western Federal Lands Highway Division

Chief of Engineering, A.1

STATE PROJECT

NUMBER

SHEET

OR DOT 18(2)

A u g u s t c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

A .d g n

A.2

INDEX TO SHEETS

I N D E X T O S H E E T S

REVEGETATIONJ.

PERMANENT TRAFFIC CONTROLI.

TEMPORARY TRAFFIC CONTROLH.

GUARDRAILG.

REVEGETATION DETAILJ.2

TABULATION OF REVEGETATION QUANTITIESJ.1

PERMANENT TRAFFIC CONTROL DETAILSI.2-6

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIESI.1

TEMPORARY TRAFFIC CONTROL DETAILSH.4-20

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIESH.1-3

GUARDRAIL DETAILSG.1-16

EROSION CONTROLF.

DRAINAGEE.

PLAN SHEETSD.

TYPICAL SECTIONSC.

SUMMARIESB.

GENERAL INFORMATIONA.

NOTE:

E.57, H.17, and H.18.

E.5, E.6, E.8, E.9, E.10, E.11, E.17, E.20, E.22, E.28, E.54, E.55, The following sheets are intentionally not included in the plan set:

EROSION CONTROL DETAILSF.5-12

EROSION CONTROL PLANSF.2-4

TABULATION OF EROSION CONTROL QUANTITIESF.1

DRAINAGE DETAILSE.59-90

CULVERT PLAN AND PROFILEE.7-58

TABULATION OF DRAINAGE QUANTITIESE.1-6

SURVEY CONTROL TABLESD.26-30

PLAN VIEW SHEETS - OR 58D.3-25

TABULATION OF PLAN QUANTITIESD.1-2

TYPICAL SECTIONSC.1

SUMMARY OF QUANTITIESB.1-4

CULVERT LOCATION LISTINGA.5

VICINITY MAPA.4

PLAN SYMBOLS AND ABBREVIATIONSA.3

INDEX TO SHEETSA.2

TITLE SHEETA.1

STATE PROJECT

NUMBER

SHEET

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

AND ABBREVIATIONS

PLAN SYMBOLS

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R route right required reinforcement roadway

Road right-of-way range radius

lt. or LT

LPSM

long.

LNFT

Ln lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet)

Lane latitude lamination length of curve

Construction limits

W water quality west appr.

AOP

ADT

abut.

approach aquatic organism passage ahead average daily traffic abutment

M a y

C c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

A .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3DOT 18(2)OR

C h e c k e d b y

D e s ig n e d b y

VICINITY MAP

A.4

OR58

Scale in miles

5 0 5 102.5

Lane County

L a n e C o u n ty

C o u n ty

K la m a th

Deschutes County

Klamath County

MILE

Douglas County

L a n e C o u n ty

D e s c h u te s C o u n ty

H il ls C r e e k L a k e

Lo o k o u t P

t. La k e

W a ld o L a k e

O dell Lake

Lake

Davis

La keCr es ce nt

Reservoir

Dexter c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d B o r d e r .d

EUGENE

BEND

ROSEBURG

OAKRIDGE

LA PINE

SUTHERLIN

GLIDE

122°57'42.5" W 43°58'43.6" N 132+97 OR58 Milepost 2.73

OR DOT 18(2)

BEGIN PROJECT

OR DOT 18(2)

END PROJECT

121°46'16.1" W 43°20'46.3" N 4474+51 OR58 Milepost 84.97

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

R A

2022.05.19 17:02:41 -07'00'

A.5

LISTING

CULVERT LOCATION

CULVERT INDEX

c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

A .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION H SECTION I SECTION J -

TYPICAL

SECTIONS

ROADWAY

PLANS DRAINAGE EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

REVEGETATION 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 15701-0000 SOIL EROSION CONTROL (BYPASS

PUMPING) LPSM All ALL

A0140 15701-0000 SOIL EROSION CONTROL (TEMPORARY

WATER MANAGEMENT) LPSM All ALL

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 13,941 2,789 16,730

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 193 39 232

A0200 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 7 3 10

A0220 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 5 5 10

A0240 20101-0000 CLEARING AND GRUBBING ACRE 1.5 0.5 2.0

A0260 20301-1200 REMOVAL OF HEADWALL EACH 1 1

A0280 20301-1400 REMOVAL OF INLET EACH 2 2

A0300 20301-2000 REMOVAL OF PIPE END SECTION EACH 4 1 5

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,857 186 2,043

A0340 20310-1000 PLUG, EXISTING PIPE EACH 2 2

A0360 20425-1000 DITCH, EXCAVATION (REGRADING) LNFT 30 5 35

A0380 20702-0100 GEOTEXTILE FILTER, CLASS 1,

TYPE A (NONWOVEN) SQYD 769 77 846

A0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 193 20 213

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 3 1 4

A0440 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 24 3 27

A0460 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 17 3 20

A0480 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 545 65 610

A0500 30302-1000 DITCH RECONDITIONING LNFT 370 37 407

A0520 40301-0000 ASPHALT CONCRETE PAVEMENT TON 615 60 675

A0540 60102-0000 CONCRETE (PAVED END SLOPE) SQYD 218 22 240

A0560 60103-0580 CONCRETE, HEADWALL FOR DOUBLE

18-INCH PIPE CULVERT EACH 1 1

A0580 60201-0400 12-INCH PIPE CULVERT LNFT 20 4 24

A0600 60201-0600 18-INCH PIPE CULVERT LNFT 488 98 586

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 373 75 448

MileStone: Sign-Off Date Completed: In Progress Report Date: 08/25/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

8_ W

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C ul ve rt s_ Ph

\C on st ru ct io n\

C os t Es tim at e\ [s um m ar y.

xl sm

]S he et

STATE PROJECT

B.1DOT 18(2)OR

TYPICAL

SECTIONS

ROADWAY

PLANS DRAINAGE EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

REVEGETATION ALLOWANCE Bid Schedule

A0640 60201-0900 30-INCH PIPE CULVERT LNFT 533 107 640

A0660 60201-1000 36-INCH PIPE CULVERT LNFT 252 50 302

A0680 60201-1200 48-INCH PIPE CULVERT LNFT 97 20 117

A0700 60201-2000 96-INCH PIPE CULVERT LNFT 191 38 229

A0720 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 4 4

A0740 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

A0760 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 10 10

A0780 60403-0000 INLET (ODOT TYPE "G-2") EACH 4 4

A0800 60403-0000 INLET (ODOT TYPE "D") EACH 3 3

A0820 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH EACH 3 3

A0840 60703-0000 CLEANING CULVERTS IN PLACE LNFT 495 99 594

A0860 60706-0000 CLEANING DRAINAGE STRUCTURE EACH 1 1 2

A0880 60707-0300 LINING 18-INCH PIPE CULVERT LNFT 665 133 798

A0900 60707-0500 LINING 24-INCH PIPE CULVERT LNFT 583 117 700

A0920 60707-0600 LINING 30-INCH PIPE CULVERT LNFT 272 55 327

A0940 60707-0700 LINING 36-INCH PIPE CULVERT LNFT 164 33 197

A0960 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 60 12 72

A0980 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 1,345 135 1,480

A1000 61702-0000 TERMINAL SECTION (BURIED IN

BACKSLOPE) EACH 3 3

A1020 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 1 1

A1040 61702-1600 TERMINAL SECTION, TYPE MGS

FLARED EACH 4 4

A1060 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM LNFT 21 21

A1080 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 200 200

A1100 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 200 200

-A ug -2

P M

MileStone: Sign-Off Date Completed: In Progress Report Date: 08/25/22

8_ W

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C ul ve rt s_ Ph

\C on st ru ct io n\

C os t Es tim at e\ [s um m ar y.

xl sm

]S he et

SUMMARY OF QUANTITIES

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.2DOT 18(2)OR

TYPICAL

SECTIONS

ROADWAY

PLANS DRAINAGE EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

REVEGETATION ALLOWANCE Bid Schedule

A1120 62201-2700 CRANE, TRUCK MOUNTED, 90 TON

MINIMUM CAPACITY, 180 FOOT

MINIMUM BOOM, WITH DRAGLINE

BUCKET AND 10 FOOT DOZER TRACK

DRAG HOUR 70 70

A1140 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 200 200

A1160 62201-3750 CHAIN SAW HOUR 300 300

A1180 62301-0000 GENERAL LABOR (TREE REMOVAL,

SLOPE IMPROVEMENTS) HOUR 300 300

A1200 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.7 0.3 2.0

A1220 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 1.7 0.3 2.0

A1240 62630-0350 PLANTINGS, TREES, BALLED AND

BURLAPPED EACH 29 5 34

A1260 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 2,313 347 2,660

A1280 63309-0100 DELINEATOR, TYPE 1 (CULVERT ID

MARKER) EACH 108 108

A1300 63316-1000 REMOVE AND RESET SIGN EACH 1 1 2

A1320 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID LNFT 2,414 241 2,655

A1340 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM

(AUTOMATED FLAGGER ASSISTANCE

DEVICE) LPSM All ALL

A1360 63502-0100 TEMPORARY TRAFFIC CONTROL,

ARROW BOARD, TYPE A EACH 1 1 2

A1380 63502-0500 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 2 EACH 4 4 8

A1400 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4 8

A1420 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 407 41 448

A1440 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 80 8 88

A1460 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE SIGN EACH 6 6

A1480 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 4 4

-A ug -2

P M

MileStone: Sign-Off Date Completed: In Progress Report Date: 08/25/22

8_ W

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C os t Es tim at e\ [s um m ar y.

xl sm

]S he et

SUMMARY OF QUANTITIES

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.3DOT 18(2)OR

TYPICAL

SECTIONS

ROADWAY

PLANS DRAINAGE EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

REVEGETATION ALLOWANCE Bid Schedule

A1500 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,000 200 1,200

A1520 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 1,131 12 1,143

A1540 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 2,592 260 2,852

A1560 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 240 240

A1580 64703-3010 MITIGATION, ROCK WEIR EACH 36 5 41

A1600 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 27 4 31

A1620 64703-7000 MITIGATION, BAFFLE EACH 27 4 31

A1640 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 83 13 96

-A ug -2

P M

MileStone: Sign-Off Date Completed: In Progress Report Date: 08/25/22

8_ W

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C ul ve rt s_ Ph

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C os t Es tim at e\ [s um m ar y.

xl sm

]S he et

SUMMARY OF QUANTITIES

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.4DOT 18(2)OR

TYPICAL SECTIONS

FOOTNOTE:

C.1

OR58

[2] Varies

Ex st.

fil l sl op e Ex st . c ut s lo pe

[2]Varies

OR58

[2] Varies

Ex st.

fil l sl op e

Ex st . c ut s lo pe

[2]Varies

TYPICAL SECTION

Asphalt concrete pavement surface

[2]Varies

SAFETY EDGE

E d g e o f p a v e m e n t to 1:2 2 1Slope varies 1:1

1:6

1:4 Slope varies

See safety edge detailSee safety edge detail

(Locations with Turn Lane) edge detail See safety edge detail See safety

C le a r in g S e e d in g L im it

See Drainage Sheets Varies

[1]Varies

Shldr [1]Lane 12'-0" (typ)[1]Turn Lane Varies[1]Lane 12'-0" (typ)[1]Varies

Shldr

See Drainage Sheets Varies

[1]Varies

Shldr.

[1]Lane 12'-0" (typ.)[1]Lane 12'-0" (typ.)[1]Varies

Shldr.

See Drainage Sheets Varies and Approach Roads)

(Two-lane Sections

MP 2.73 to MP 70.00

MP 70.00 to MP 84.97

PAVEMENT THICKNESS

Method 2 (in)

Roadway Aggregate, Pavement (in)

Asphalt Concrete Location thickness table Thickness varies. See pavement Roadway aggregate, method 2 thickness table.

thickness varies. See pavement Asphalt concrete pavement thickness table.

thickness varies. See pavement Asphalt concrete pavement thickness table Thickness varies. See pavement Roadway aggregate, method 2

[3]9

[4]8

See sheet E.61 for additional street cut details.

surface, measured perpendicular to the culvert.

[5] Paving length is equal to trench width at pavement

Apply tack coat between lifts [4] Bottom lift: 3", middle lift: 3", top lift: 2"

[3] Three 3" lifts. Apply tack coat between lifts

[2] Match existing roadway cross slope.

Match existing widths.

[1] Roadway cross sectional widths vary by culvert location.

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C .d

Roadway aggregate, method 2 method 2 Roadway aggregate, C h e c k e d b y

D e s ig n e d b

D.1

PLAN QUANTITIES

TABULATION OF

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b

D.2

PLAN QUANTITIES

TABULATION OF

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b

C h e c k e d b y

D e s ig n e d b y

D I

D.3

Scale in feet

100 50 0 100 200 300

Repair culvert, see E.7 sheet

136+84, MP 2.73 (DFI# D034723)

FOOTNOTE:

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, OR 58 CL

OR 58 CL

OR DOT 18(2)

BEGIN PROJECT

132+97

OR58 Milepost 2.73

343+00 to 373+00

122+00 to 152+00

OR58

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B c b m s w s p p b u s p w b o n fi ls .n ia m e o g o w s p .c o m d o r

D .d

See sheet G.14 railing, MGS system

20.75' Structure transition

136+50.50 to 136+71.25, Rt.

185 LNFT Removal of guardrail

136+50.50 to 138+35.50 (±), Rt.

See sheet G.1 - G.4, and G.11

Type 2, Class A Wood Posts

112.5 LNFT Guardrail System MGS, 136+71.25 to 137+83.75, Rt.

See sheets G.6, G.7 and G.11

Terminal section, Type MGS Tangent

137+83.75, Rt

17:10:25 -07'00'

C h e c k e d b y

D e s ig n e d b y

D.4

Scale in feet

100 50 0 100 200 300

OR 58 CL

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 573+00 to 603+00

405+00 to 435+00

OR58

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

0 6

QWEST

C h e c k e d b y

D e s ig n e d b y

D.5

Scale in feet

100 50 0 100 200 300

OR 58 CL

0 6

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 681+00 to 711+00

599+00 to 631+00

OR58

Repair culvert, see E.12 sheet

683+76, MP 13.07 (DFI# D027825)

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B c b m s w s p p b u s p w b e h z a d .a h m a d i@ w s p .c o m d o r

D .d

Repair culvert, see E.13 sheet

708+56, MP 13.56 (DFI# D027828)

5 7

C P

C h e c k e d b y

D e s ig n e d b y

D.6

Scale in feet

100 50 0 100 200 300

LOR 58 C

200 LNFT Removal of guardrail

811+17.00 to 813+17.00 (±), Lt.

See sheet G.15

Terminal section, Type MGS Flared

812+79.50, Lt.

Replace culvert, see E.15 sheet

812+13, MP 15.51 (DFI# D027842)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

162.5 LNFT Guardrail System MGS, 811+17.00 to 812+79.50, Lt.

803+00 to 834+00

717+00 to 748+00

OR58

Repair culvert, see E.14 sheet

728+76, MP 13.93 (DFI# D027832)

Repair culvert, see E.14 sheet

733+51, MP 14.03 (DFI# D027833)

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

0 9

C h e c k e d b y

D e s ig n e d b y

D.7

Scale in feet

100 50 0 100 200 300

OR 58 CL

150 LNFT Removal of guardrail

904+92.50 to 906+42.50 (±), Rt.

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, See sheets G.8 and G.9

Terminal section (Buried in backslope)

904+92.50 to 906+17.50 (±), Rt.

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

25 LNFT Guardrail System MGS, 906+17.50 to 906+42.50, Rt.

920+00 to 950+00

881+00 to 912+00

OR58

Replace culvert, see E.16 sheet

904+61, MP 17.29 (DFI# D034741)

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B c b m s w s p u s p w d o r

D .d

0 1

C h e c k e d b y

D e s ig n e d b y

D.8

Scale in feet

100 50 0 100 200 300

OR 58 CL

FOOTNOTE:

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 315 LNFT Removal of guardrail

1378+12.00 to 1381+27.00 (±), Lt.

See sheet G.15

Terminal section, Type MGS Flared

1378+12.00, Lt.

Replace culvert, see E.18 sheet

1380+27, MP 26.27 (DFI# D27990)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

275 LNFT Guardrail System MGS, 1378+52.00 to 1381+27.00 (±), Lt.

1351+00 to 1382+00

1283+00 to 1315+00

OR58

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D .d

TRANSF

ORM

C h e c k e d b y

D e s ig n e d b y

D.9

Scale in feet

100 50 0 100 200 300

FOOTNOTE:

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 200 LNFT Removal of guardrail

1396+88.00 to 1398+88.00 (±), Lt.

Replace culvert, see E.19 sheet

1397+89, MP 26.60 (DFI# D027992)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

200 LNFT Guardrail System MGS, 1396+88.00 to 1398+88.00, Lt.

OR 58 CL

1424+00 to 1451+00

1390+00 to 1422+00

OR58

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.10

Intentionally Left Blank

Scale in feet

100 50 0 100 200 300

OR 58 CL

1639+00 to 1670+00

OR58

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Replace culvert, see E.21 sheet

1655+45, MP 31.47 (DFI# D028033)

c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

B O U N D A R Y

M A R K E R

B O U N D A R Y

M A R K E R

0 1

5 1

C h e c k e d b y

D e s ig n e d b y

D.11

Scale in feet

100 50 0 100 200 300

OR 58 CL

Replace culvert, see E.23 sheet

1770+13, MP 33.65 (DFI# D028044)

Replace culvert, see E.24 sheet

1777+72, MP 33.79 (DFI# D028045)

1915+00 to 1945+00

1753+00 to 1785+00

OR58

Repair culvert, see E.21 sheet

1761+05, MP 33.54 (DFI# D028041)

Repair culvert, see E.25 sheet

1933+09, MP 36.73 (DFI# D028047)

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.12

Scale in feet

100 50 0 100 200 300

Repair culvert, see E.26 sheet

1963+62, MP 37.31 (DFI# D028050)

OR 58 CL

1991+00 to 2022+00

1958+00 to 1989+00

OR58

Repair culvert, see E.26 sheet

1976+80, MP 37.56 (DFI# D028051) Repair culvert, see E.27 sheet

1983+18, MP 37.68 (DFI# D028052)

Repair culvert, see E.27 sheet

1994+49, MP 37.89 (DFI# D028053)

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.13

Scale in feet

100 50 0 100 200 300

OR 58 CL

2126+00 to 2157+00

2057+00 to 2087+00

OR58

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102 ,41 .

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Replace culvert, see E.29 sheet

2154+13, MP 40.92 (DFI# D028071)

85 LNFT Removal of guardrail

2153+70 to 2154+55 (±), Rt.

See sheets G.8 and G.9

Terminal section (Buried in backslope)

2153+70 to 2154+55 (±), Rt.

c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

193063

193064

193066 193065

193067

193068

193069

193070

5 2

193071

193072

193071

193073 193074

193075

C h e c k e d b y

D e s ig n e d b y

D.14

Scale in feet

100 50 0 100 200 300

Bury both ends

See sheets G.8 and G.9

Terminal section (Buried in backslope)

2200+61 to 2201+38 (±), Rt.

Replace culvert, see E.30 sheet

2184+46, MP 41.50 (DFI# D028074)

Replace culvert, see E.32 sheet

2211+24, MP 42.01 (DFI# D028077)

Replace culvert, see E.33 sheet

2217+50, MP 42.12 (DFI# D028078)

OR 58 CL

2205+00 to 2229+00

2180+00 to 2205+00

OR58

Repair culvert, see E.30 sheet

2189+54, MP 41.58 (DFI# D034764)

Repair culvert, see E.31 sheet

2207+49, MP 41.91 (DFI# D028076)

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200 LNFT Removal of guardrail

2217+30 to 2219+30 (±), Lt.

See sheet G.15

Terminal section, Type MGS Flared

2217+30, Lt.

77 LNFT Removal of guardrail

2200+61 to 2201+38 (±), Rt.

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

162.5 LNFT Guardrail System MGS, 2217+67.50 to 2219+30 (±), Lt.

Replace culvert, see E.31 sheet

2200+93, MP 41.811 (DFI# D034765)

c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.15

Scale in feet

100 50 0 100 200 300

Replace culvert, see E.34 sheet

2277+42, MP 43.26 (DFI# D028086)

Replace culvert, see E.35 sheet

2293+18, MP 43.54 (DFI# D028090)

OR 58 CL

2263+00 to 2394+00

2223+00 to 2255+00

OR58

Repair culvert, see E.35 sheet

2286+95, MP 43.43 (DFI# D028088)

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

Repair culvert, see E.34 sheet

2237+16, MP 42.50 (DFI# D028082)

B437

B441

C h e c k e d b y

D e s ig n e d b y

D.16

Scale in feet

100 50 0 100 200 300

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 127 LNFT Removal of guardrail

2314+69.68 to 2315+96.68 (±), Rt.

See sheet G.15

Terminal section, Type MGS Flared

2315+57.10, Rt.

Replace culvert, see E.37 sheet

2334+96, MP 44.36 (DFI# D028100)

Replace culvert, see E.36 sheet

2315+68, MP 43.99 (DFI# D028094)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

89.5 LNFT Guardrail System MGS, 2314+69.68 to 2315+59.18 (±), Rt.

OR 58 CL

2328+00 to 2358+00

2297+00 to 2327+00

OR58

Repair culvert, see E.36 sheet

2302+27, MP 43.74 (DFI# D028091)

Repair culvert, see E.37 sheet

2318+76, MP 44.06 (DFI# D028095)

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.17

Scale in feet

100 50 0 100 200 300

Replace culvert, see E.40 sheet

2387+26, MP 45.35 (DFI# D028109)

OR 58 CL

2384+00 to 2414+00

2358+00 to 2380+00

OR58

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D .d

Replace culvert, see E.38 sheet

2366+45, MP 44.96 (DFI# D028107)

Repair culvert, see E.39 sheet

2370+47, MP 45.03 (DFI# D028108)

0 2

C h e c k e d b y

D e s ig n e d b y

D.18

Scale in feet

100 50 0 100 200 300

FOOTNOTE:

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, Abandon culvert, see E.40 sheet

2460+03, MP 46.75 (DFI# D028124)

Replace culvert, see E.41 sheet

2468+93, MP 46.89 (DFI# D028127)

Replace culvert, see E.42 sheet

2478+19, MP 47.07 (DFI# D028128)

Repair culvert, see E.42 sheet

2498+90, MP 47.46 (DFI# D028130)

OR 58 CL

2493+00 to 2524+00

2454+00 to 2484+00

OR58

Replace culvert, see E.43 sheet

2503+82, MP 47.57 (DFI# D028131)

200 LNFT Removal of guardrail

2515+49 to 2517+49 (±), Rt.

Replace culvert, see E.44 sheet

2516+49, MP 47.8 (DFI# D028132)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

200 LNFT Guardrail System MGS, 2515+49 to 2517+49 (±), Rt.

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.19

Scale in feet

100 50 0 100 200 300

Repair culvert, see E.46 sheet

2650+00, MP 50.3 (DFI# D028142)

OR 58 CL

2626+00 to 2656+00

2586+00 to 2617+00

OR58

Repair culvert, see E.45 sheet

2601+15, MP 49.41 (DFI# D028137)

Repair culvert, see E.45 sheet

2631+17, MP 49.99 (DFI# D028139)

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

20 33

5 3

0 3 5 3

TRANSFORMER

C h e c k e d b y

D e s ig n e d b y

D.20

Scale in feet

100 50 0 100 200 300

FOOTNOTE:

MGS, Type 2, Class A wood posts is included in the cost of the Guardrail system

Transition to existing guardrail, per sheet G.13, 200 LNFT Removal of guardrail

2818+48 to 2820+48(±), Rt.

Replace culvert, see E.47 sheet

2819+48, MP 53.56 (DFI# D028158)

See sheet G.1 - G.4, G.11 and G.13

Type 2, Class A Wood Posts

200 LNFT Guardrail System MGS, 2818+48 to 2820+48(±), Rt.

OR 58 CL

2843+00 to 2873+00

2814+00 to 2846+00

OR58

Repair culvert, see E.48 sheet

2826+24, MP 53.69 (DFI# D028159)

Repair culvert, see E.49 sheet

2829+97, MP 53.76 (DFI# D028160)

Repair culvert, see E.50 sheet

2833+89, MP 53.83 (DFI# D028161) Repair culvert, see E.51 sheet

2838+95, MP 53.95 (DFI# D028163)

12/31/2022RENEWS:

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102 ,41 .

V O

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SLI

N O

B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

D I

0 3

C h e c k e d b y

D e s ig n e d b y

D.21

Scale in feet

100 50 0 100 200 300

Repair culvert, see E.53 sheet

3050+94, MP 57.96 (DFI# D028188)

OR 58 CL

3205+00 to 3236+00

3037+00 to 3069+00

OR58

Repair culvert, see E.52 sheet

3042+11, MP 57.77 (DFI# D028186)

12/31/2022RENEWS:

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102 ,41 .

V O

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MAIN .S

SLI

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.22

Scale in feet

100 50 0 100 200 300

Repair culvert, see E.56 sheet

3385+90, MP 64.27 (DFI# D028238)

OR 58 CL

3365+00 to 3396+00

3330+00 to 3361+00

OR58

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102 ,41 .

V O

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MAIN .S

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.23

Scale in feet

100 50 0 100 200 300

OR 58 CL

3497+00 to 3528+00

3498+00 to 3428+00

OR58

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102 ,41 .

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MAIN .S

SLI

N O

B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.24

Scale in feet

100 50 0 100 200 300

OR 58 CL

3710+00 to 3741+00

3532+00 to 3564+00

OR58

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102 ,41 .

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B c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

C h e c k e d b y

D e s ig n e d b y

D.25

Scale in feet

100 50 0 100 200 300

OR DOT 18(2)

END PROJECT

4474+51

OR58 Milepost 84.97

OR 58 CL

4458+00 to 4488+00

OR58

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102 ,41 .

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Repair culvert, see E.58 sheet

4463+32, MP 84.68 (DFI# D028273)

c b m s w s p u s p w d o r

D .d

D.26

Vertical Datum: Orthometric elevations based on the NAVD88 GEOID 12A Coordinate System: Oregon South SPCS NAD83 (2011) Project Units: International Feet a mean combined factor of the two points.

coordinates and divide the computed distance by measured on the ground, inverse the state plane To precisely check distances between points as

NOTE:

Sheet 1 of 5

SURVEY CONTROL TABLES

Date of Adjustment: November 2019 – July 2020 Date of field work: November 2019 – December 2020 Project: OR58: Fix-It Corridor Culverts

[1]

FOOTNOTE:

Positive offsets are right of centerline.

Negative offsets are left of centerline.

c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

D.27

Coordinate System: Oregon South SPCS NAD83 (2011) Project Units: International Feet a mean combined factor of the two points.

coordinates and divide the computed distance by measured on the ground, inverse the state plane To precisely check distances between points as

NOTE:

Sheet 2 of 5

SURVEY CONTROL TABLES

Date of Adjustment: November 2019 – July 2020 Date of field work: November 2019 – December 2020 Project: OR58: Fix-It Corridor Culverts

FOOTNOTE:

Positive offsets are right of centerline.

Negative offsets are left of centerline.[1] c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

D.28

Coordinate System: Oregon South SPCS NAD83 (2011) Project Units: International Feet a mean combined factor of the two points.

coordinates and divide the computed distance by measured on the ground, inverse the state plane To precisely check distances between points as

NOTE:

Sheet 3 of 5

SURVEY CONTROL TABLES

Date of Adjustment: November 2019 – July 2020 Date of field work: November 2019 – December 2020 Project: OR58: Fix-It Corridor Culverts

Positive offsets are right of centerline.

Negative offsets are left of centerline.[1]

FOOTNOTE:c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

D.29

Coordinate System: Oregon South SPCS NAD83 (2011) Project Units: International Feet a mean combined factor of the two points.

coordinates and divide the computed distance by measured on the ground, inverse the state plane To precisely check distances between points as

NOTE:

Sheet 4 of 5

SURVEY CONTROL TABLES

Date of Adjustment: November 2019 – July 2020 Date of field work: November 2019 – December 2020 Project: OR58: Fix-It Corridor Culverts

Positive offsets are right of centerline.

Negative offsets are left of centerline.[1]

FOOTNOTE:c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

D.30

Coordinate System: Oregon South SPCS NAD83 (2011) Project Units: International Feet a mean combined factor of the two points.

coordinates and divide the computed distance by measured on the ground, inverse the state plane To precisely check distances between points as

NOTE:

Sheet 5 of 5

SURVEY CONTROL TABLES

Date of Adjustment: November 2019 – July 2020 Date of field work: November 2019 – December 2020 Project: OR58: Fix-It Corridor Culverts

Positive offsets are right of centerline.

Negative offsets are left of centerline.[1]

FOOTNOTE:c b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

D .d

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

C h e c k e d b y

D e s ig n e d b y

10.4 x 16 20301 -1200

20301 -1400

20301 -2000

-1000

20425 -1000

20702 -0100

25101 -0100

25101 -0200

25101 -0300

25101 -0400

30302 -1000

60102 -0000

60103 -0580

60201 -0400

60201 -0600

60201 -0800

60201 -0900

60201 -1000

60201 -1200

60201 -2000

60210 -0600

60210 -0800

60210 -0900

C ul ve rt

I D

S H

N O

M A

D M

A X

U M

C O

O V A L

O F

D W

O V A L

O F

O V A L

O F

E N

D S

O N

G P

C H

C A V A

O N

R A D

S S

O N

W O

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

C H

O N

C O

N C R

(P A V

E N

D S

C O

N C R

E, H

D W

F O

R D

O U

C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

N F

O R

C H

E C U

N F

O R

C H

E C U

N F

O R

C H

E C U

T REMARKS

See below for numbered notes

0 FEET EACH EACH EACH EACH LNFT SQYD CUYD CUYD CUYD CUYD LNFT SQYD EACH LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH D034723 E7 4 5 20 7 D027825 E12 3 12 10 D027828 E13 1 30 7, 8 D027832 E14 4 6 2 20 8 D027833 E14 3 11 2 8 D027842 E15 14 34 16 191 7, 8, 11 D034741 E16 6 4 10 150 7, 8 D027990 E18 2 10 86 7 D027992 E19 4 8 4 16 87 7, 8 D028033 E21 1 1 9 4 58 7, 8 D028041 E21 6 23 4 5 10 7, 8 D028044 E23 4 8 4 16 55 7, 8 D028045 E24 5 16 7 6 59 7, 8 D028047 E25 3 9 4 22 7, 8 D028050 E26 10 6 4 100 5 10 7, 8 D028051 E26 9 16 6 80 5 8 D028052 E27 6 7 4 16 8 D028053 E27 4 7 2 12 8 D028071 E29 4 33 12 154 2 7, 8 D028074 E30 3 12 5 8 58 7, 8 D034764 E30 8 4 4 6 20 7 D034765 E31 9 4 10 20 7, 8 D028076 E31 3 D028077 E32 13 2 6 62 7, 8 D028078 E33 2 30 21 5 10 96 7, 8 D028082 E34 3 15 5 20 7, 8 D028086 E34 3 6 4 44 7, 8 D028088 E35 11 6 4 10 7, 8 D028090 E35 7 10 3 57 7, 8 D028091 E36 8 10 4 40 10 10 2 7, 8 D028094 E36 5 1 5 3 77 1 6, 7, 8 D028095 E37 3 13 8 4 40 10 7, 8 D028100 E37 6 1 57 6, 7, 8 D028107 E38 4 CUMULATIVE TOTAL 153 0 2 0 1 30 323 100 0 24 10 260 178 0 20 429 317 354 182 0 191 2 1 2

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.064" or the thickness required 5. See sheet E.59 for ODOT "G-2" inlets.

by the fill height table. See sheet E.68 for fill height table 6. See sheet E.75 for ODOT "D" inlets.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.06" or the 7. See sheet E.60 for pipe culvert bedding thickness required by the fill height table (steel). See sheet E.68 for fill height table 8. See sheet E.64 for placed riprap at culvert outlets 3.See sheet E.69 for concrete fill height table 9. See sheet E.62 for paved sloped ends for metal pipe.

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for 10. See sheet E.65 for paved sloped ends for concrete pipe.

all plastic pipe including those specified with bevels. See sheet E.70 for acceptable cell class. 11. See sheet E.63 for riprap headwall at outlet

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

U S

0\ Pr oj ec ts 2\

8_ W

D _I

\2 0F

Z_ Fi xI tC ul ve rt s_

\H yd ra ul ic s\

D es ig n

-A ug -2

A M

D 6/

F ie ld

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

DOT 18(2)OR

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

60403 -0000

60602 -0900

60703 -0000

60706 -0000

60707 -0300

60707 -0500

60707 -0600

60707 -0700

60901 -2100

62303 -1000

63309 -0100

64703 -3010

64703 -6000

64703 -7000

64704 -1000

C ul ve rt

I D

S H

N O

M A

D M

A X

U M

C O

T (O

D O

G -2

T( O

D O

A N

C H

O R A

S S

C H

A N

C U

N P

C E

A N

D R

A G

E S

U C

R E

C H

E C U

C H

E C U

C H

E C U

C H

E C U

C U

R B

A S

C H

B O

C H

A L

E V

N S

O N

C U

M A R

O N

R O

C K W

O N

S H

P A S S A G

E B O

O N

B A

O N

M A

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

REMARKS

See below for numbered notes

0 FEET EACH EACH EACH LNFT EACH LNFT LNFT LNFT LNFT LNFT LPSM EACH EACH EACH EACH CUYD

D034723 E7 4 2 0°24'13.4" HDPE

D027825 E12 3 78 2 2°35'30.3" A, AS 10

D027828 E13 1 79 2 3°5'53" C 10

4 D027832 E14 4 1 50 2 0°4'59.5" A, AS

D027833 E14 3 1 49 2 0°51'26" 9

D027842 E15 14 2 36 27 27 77 15°41'56.4" A, AS 9

D034741 E16 2 DIP 9

D027990 E18 2 3 2 0°50'25" C (A for Flume) 10 Class V

D027992 E19 4 2 1°19'11.7" DIP 10

D028033 E21 1 2 0°17'30" C 10 D028041 E21 6 66 2 4°29'25.7" C 10

D028044 E23 4 2 4°52'48.2" A, AS 9

D028045 E24 5 2 14°43'33.8" C 10 D028047 E25 3 2 14°33'6.8" C 10 D028050 E26 10 72 2 1°50'41.4" C 10 D028051 E26 9 62 2 3°18'23" 10 Class V D028052 E27 6 57 2 22°35'21.1" 10 D028053 E27 4 61 2 5°26'37.5" 10

D028071 E29 4 2 17°17'5" A, AS 9

D028074 E30 3 2 15°40'43.5" A, AS 9

D034764 E30 8 83 2 2 2°30'17.7" A, AS 9

D034765 E31 2 0°23'35.1" DIP 9

D028076 E31 3 73 2 4°35'32.4"

D028077 E32 2 0°48'52.2" DIP 9

D028078 E33 2 2 2°59'45.4" DIP 9

D028082 E34 3 85 2 2°2'13.5" C D028086 E34 3 1 2 1°52'28.9" A, AS 10 Class V D028088 E35 11 67 2 15°32'0.5" 10

D028090 E35 7 2 0°5'21.7" A, AS

D028091 E36 8 72 2 28°13'56.4" A, AS 9

D028094 E36 5 1 2 35°14'19.3" A, AS

D028095 E37 3 2 46°4'28.7" A, AS

D028100 E37 6 1 2 15°7'29.3" A, AS

D028107 E38 5 67 2 1°4'25.7"

CUMULATIVE TOTAL 154 4 1 3 171 0 549 301 0 0 0 0 68 36 27 27 79

Allowable Pipe Material NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of 0.064" or the thickness required 5. See sheet E.59 for ODOT "G-2" inlets. AS Aluminized steel by the fill height table. See sheet E.68 for fill height table 6. See sheet E.75 for ODOT "D" inlets. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.06" or the 7. See sheet E.60 for pipe culvert bedding GS Galvanized steel thickness required by the fill height table (steel). See sheet E.68 for fill height table 8. See sheet E.64 for placed riprap at culvert outlets P Plastic 3.See sheet E.69 for concrete fill height table 9. See sheet E.62 for paved sloped ends for metal pipe. HDPE High Density Poly Ethylene

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for 10. See sheet E.65 for paved sloped ends for concrete pipe. DIP Ductile Iron Pipe all plastic pipe including those specified with bevels. See sheet E.70 for acceptable cell class. 11. See sheet E.63 for riprap headwall at outlet (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

8_ W

D _I

\2 0F

Z _F ix It

C ul ve rt s_ Ph

\H yd ra ul ic s\ D es ig n A m m en dm en t\ Es tim at e\ [E

-A ug

-2

F ie ld 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.2

SHEET

NUMBER

DOT 18(2)OR

Note: The quantities shown hereon field adjustments.

20301 -1200

20301 -1400

20301 -2000

20310 -1000

20425 -1000

20702 -0100

25101 -0100

25101 -0200

25101 -0300

25101 -0400

30302 -1000

60102 -0000

60103 -0580

60201 -0400

60201 -0600

60201 -0800

60201 -0900

60201 -1000

60201 -1200

60201 -2000

60210 -0600

60210 -0800

60210 -0900

C ul ve rt

I D

S H

N O

M A

D M

A X

U M

C O

O V A L

O F

D W

O V A L

O F

O V A L

O F

E N

D S

O N

G P

C H

C A V A

O N

R A D

S S

N O

N W

O V

A C

R A P, M

H O

D A

S S

1 PL

A C

R A P, M

H O

D A

S S

2 PL

A C

R A P, M

H O

D A

S S

3 PL

A C

R A P, M

H O

D A

S S

4 D

C H

O N

C O

N C R

(P A V

E N

D S

C O

N C R

E, H

D W

F O

R D

O U

C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

-I

N C H

E C U

N F

O R

C H

E C U

N F

O R

C H

E C U

N F

O R

C H

E C U

T REMARKS

See below for numbered notes

0 FEET EACH EACH EACH EACH LNFT SQYD CUYD CUYD CUYD CUYD LNFT SQYD EACH LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH

PREVIOUS SHEET: 153 2 1 30 323 100 24 10 260 178 20 429 317 354 182 191 2 1 2

D028108 E39 1 10 7 D028109 E40 4 12 3 5 50 6, 7, 8 D028124 E40 2 1 D028127 E41 1 7 4 5 49 7, 8 D028128 E42 21 8 48 2 7, 8 D028130 E42 3 2 8 19 20 2 7, 8 D028131 E43 3 26 11 49 2 8 D028132 E44 10 1 21 10 16 1 97 7, 8 D028137 E45 22 42 6 8 D028139 E45 7 12 2 2 8 D028142 E46 8 2 30 2 D028158 E47 3 16 6 52 6, 7, 8 D028159 E48 6 24 9 20 7, 8 D028160 E49 9 20 3 7 8 D028161 E50 28 10 D028163 E51 4 10 7, 8 D028186 E52 4 20 7 D028188 E53 11 80 D028238 E56 13 213 12 8 D028273 E58 12 24 3 14 36 7, 8

PROJECT TOTAL 304 1 2 4 2 30 769 193 3 24 17 370 218 1 20 488 383 533 252 97 191 4 1 10

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.064" or the thickness required 5. See sheet E.59 for ODOT "G-2" inlets.

by the fill height table. See sheet E.68 for fill height table 6. See sheet E.75 for ODOT "D" inlets.

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for 10. See sheet E.65 for paved sloped ends for concrete pipe.

all plastic pipe including those specified with bevels. See sheet E.70 for acceptable cell class. 11. See sheet E.63 for riprap headwall at outlet

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

U S

0\ Pr oj ec ts 2\

8_ W

D _I

\2 0F

Z_ Fi xI tC ul ve rt s_

\H yd ra ul ic s\

D es ig n

-A ug -2

A M

D 6/

F ie ld

D es ig ne d by

C he ck ed b y:

STATE PROJECT SHEET

NUMBER

DOT 18(2)OR

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

E.3

60403 -0000

60602 -0900

60703 -0000

60706 -0000

60707 -0300

60707 -0500

60707 -0600

60707 -0700

60901 -2100

62303 -1000

63309 -0100

64703 -3010

64703 -6000

64703 -7000

64704 -1000

C ul ve rt

I D

S H

N O

M A

D M

A X

U M

C O

T (O

D O

G -2

T( O

D O

A N

C H

O R A

S S

-I N

C H

A N

C U

N P

C E

A N

D R

A G

E S

U C

R E

C H

E C U

C H

E C U

C H

E C U

C H

E C U

C U

R B

A S

C H

B O

C H

A L

E V

N S

O N

C U

M A R K

O N

R O

C K W

O N

S H

P A S S A G

E B O

O N

B A

O N

M A

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

REMARKS

See below for numbered notes

0 FEET EACH EACH EACH LNFT EACH LNFT LNFT LNFT LNFT LNFT LPSM EACH EACH EACH EACH CUYD

PREVIOUS SHEET: 154 4 1 3 171 549 301 68 36 27 27 79

D028108 E39 1 47 2 0°39'51.4" A, AS

D028109 E40 4 1 2 2°49'58.8" A, AS 9

4 D028124 E40 2 2 31°29'50.3" D028127 E41 1 2 5°3'21.5" C 10

D028128 E42 2 4°46'42.1" DIP

D028130 E42 3 50 2 4°13'52.2" A, AS

D028131 E43 3 2 4°43'51.6" A, AS

D028132 E44 10 2 8°5'14.8" C 10 D028137 E45 22 99 2 0°33'17.5" D028139 E45 7 69 2 5°38'13.3" D028142 E46 8 108 X 2 37°35'54.3"

D028158 E47 3 1 2 18°39'47.8" A, AS

D028159 E48 6 2 29°46'30.1" C D028160 E49 9 85 2 3 20°0'26.7" 10 D028161 E50 28 114 2 11°25'49.1" C

D028163 E51 4 160 2 1 A, AS 9

D028186 E52 4 2 7°0'57" A, AS

D028188 E53 11 1 98 60 X 2 13°5'52.4" D028238 E56 13 164 X 2 4°19'34.7" D028273 E58 12 2 2°45'59.9" C 10

PROJECT TOTAL 305 4 3 3 331 1 665 583 272 164 60 All 108 36 27 27 83 Allowable Pipe Material

NOTE: A Aluminum

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

8_ W

D _I

\2 0F

Z _F ix It

C ul ve rt s_ Ph

\H yd ra ul ic s\ D es ig n A m m en dm en t\ Es tim at e\ [E

-A ug

-2

F ie ld 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT SHEET

NUMBER

DOT 18(2)OR

Note: The quantities shown hereon field adjustments. E.4

D I

DOC. NO. 2016-023961

TRUSTEES OF THE WINDEIM LIVING TRUST

ROGER & SHARON WINDHEIM

DOC. NO. 9311101

RON & PATRICIA A. ELLIS

500500

-100 0 100

C h e c k e d b y

D e s ig n e d b y

E.7

Scale in feet

25 12.5 0 25 50 75

MP 2.73

OR 58 CL

ground

Existing

OR 58

MP 2.73

0°24'13.4"

Skew Angle

PLAN AND PROFILE

CULVERT

136+84, MP 2.73 (DFI# D034723)

1.9%

Clearing limit

Existing invert elev. 495.84FT

Delineator, Type 1 (Culvert ID Marker)

Existing Inlet

136+83.93 (29.45 LT)

Rim elev. 498.93 FT

Existing Inlet

Existing 12-Inch Pipe Culvert, 78.28 LNFT

136+84, MP 2.73 (DFI# D034723)

Existing riprap outline

C b m s w s p p b u s p w w s p a n th o n y .o d o n n e ll d o r

E .d

12-Inch Pipe Culvert (Replace Pipe End), 20 LNFT

Existing invert elev. 494.35 FT

Delineator, Type 1 (Culvert ID Marker)

See sheet E.67 for details

Concrete (Paved end slope), 5 SQYD

12-Inch Pipe Culvert (Replace Pipe End), 20 LNFT

Culvert Outlet

136+83.78 (48.55 RT)

Existing 12-Inch Pipe Culvert, 78.28 LNFT

12/31/2024EXPIRES:

TER

CRA

Y E

NIL EPOH

Q W

E S

DEXTER RESERVOIR

THOMAS D. &

PENNIE D. EVANS

DOC. NO.

2009-045138

710710

C h e c k e d b y

D e s ig n e d b y

E.12

Scale in feet

25 12.5 0 25 50 75 ground

Existing C

OR 58

MP 13.07

2°35'30.3"

Skew Angle

OR 58 CL

elev. 698.33 FT

Existing invert

PLAN AND PROFILES

CULVERT

683+76, MP 13.07 (DFI# D027825)

2.5%

NOTE:

needed during construction Protect and support exst. line as exists in the vicinity of this culvert.

Underground communications line

Delineator, Type 1 (Culvert ID Marker)

See Sheet E.67 for details

Concrete…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 31, 2022.