Road59Plans.pdf

cwalt Stamp

Begin project Road 5900

MP 6.00

End project Road 5900

MP 9.70

")31

UVWA

¬«W

ªª59

8.7 Miles to Toledo

R10W R9W

T12S

²0 0.50.25

Miles

Hwy 101

Hwy 20

Project site

Toledo

Yaquina

Newport

Waldport

Seal Rock

South Beach

Sheet No.

Total Sheets

Road 5900 PAYCO Sediment Reduction - Vicinity Map

Area Map

UVWA

¬«W

Waste Area

Water Source

Drift C ree k

Legend Ownership

Siuslaw NF

BLM

Private

Bridge location

Gop he r C k C ou nty

R oa d

ESTIMATE OF QUANTITIES

3.700

ITEM NO. DESCRIPTION UNIT QUANTITIES

15101 Mobilization LS All

20401 Roadway excavation, compaction method B CY* 280

20412 Embankment construction, compaction method G, finishing method n/a. MI 0.56

20420A Drainage excavation, type catchbasin EA 2

20420B Drainage excavation, type catchbasin with riprap buttress. EA 1

25101 Placed riprap, class 3 CY* 12

25104 Keyed Riprap, Class 6 CY* 100

30314 Road reconditioning, surfacing, compaction method B LS All

30322 Road reconditioning, compaction method B MI 3.70

32218 Screened aggregate grading L, compaction method B CY* 140

32203A Aggregate base, grading A, compaction method B CY* 100

32203B Aggregate base, grading D, compaction method B CY* 1070

32203C Aggregate base, grading S, compaction method B CY* 1670

40451 ODOT 1/2-inch dense graded HMAC, Level II, asphalt cement PG 64-22. Ton 1385.0

60209 Elbow 24" Flex EA 2

60278 24 inch corrugated polyethylene pipe, method B, type S FT 112

60506 6 inch collector pipe FT 34

60513 Geotextile material, Type 1C Subsurface Drainage SY 220

60604 Anchor, assemblies EA 4

60654 24-inch full circle polyethylene outlet pipe, type C FT 35

20412-1 Embankment construction, compaction method G, finishing method n/a. MI 0.26

32203B-1 Aggregate base, grading D, compaction method B CY* 490

40451-1 ODOT 1/2-inch dense graded HMAC, Level II, asphalt cement PG 64-22. Ton 600

20412-2 Embankment construction, compaction method G, finishing method n/a. MI 0.06

32203B-2 Aggregate base, grading D, compaction method B CY* 110

40451-2 ODOT 1/2-inch dense graded HMAC, Level II, asphalt cement PG 64-22. Ton 140

Commercial source, 1" minus. Includes shoulder rock.

HMAC Segments

Commercial source, 1" minus. Includes shoulder rock.

HMAC Segments

#1 - OPTIONAL ITEM - HMAC PAVING 8.965 - 9.223

#2 - OPTIONAL - HMAC PAVING 8.908 - 8.965

Excavator compaction of shoulder fill slope thru HMAC segments, see worklist.

Excavator compaction of shoulder fill slope thru HMAC segments, see worklist.

MP 9.524 - Riprap buttress installation. Haul excavated material to waste area.

Site MP 7.063

MP 7.063 and 9.524

Commercial source, HMAC Segments, see worklist.

MP 7.063 and MP 9.524. Commercial source.

Site prep for bridge apron paving, MP 6.20 and 8.17

Includes final blading of roadway after asphalt haul, from MP 0.0 to MP 9.70 included by indirect payment.

Commercial source, 3" minus, see worklist

Commercial source, 1.5" minus.

MP 6.553 AND MP 9.524

MP 6.553 and MP 9.700

MP 7.063 All material removed to waste area.

Excavator compaction of shoulder fill slope thru HMAC segments, see worklist.

Exclude 5' each side of culverts.

ROAD NUMBER

PROJECT LENGTH (MILES)

PROJECT SHEET Sheet No.

Total Sheets

10 ROAD 5900 PAYCO SEDIMENT REDUCTION

MP 6.553 & 9.524 - outlet pipe, single wall corrugated, includes gaskets.

Type C = Corrugation Lined

Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted.

* Denotes Contract Quantities

Traffic Control and signs, equipment washing, erosion control, and fire prevention are included by indirect payment.

GENERAL NOTES

Commercial source, 1" minus. Includes shoulder rock.

Site MP 7.063. Commercial source. 6" minus shot rock

Commercial source, outlet dissipaters

Culvert: double wall, smooth lined, includes gaskets.

Type S = Smooth Lined

MP 6.553 AND MP 9.524

PROJECT SHEET Sheet Total No. Sheets

5 10

Fl ex

E lb ow

6.553 24 38 24 20 X 5% 60 2 1 1 3

6.585 3

7.063 3

9.524 24 34 24 15 X 5% 30 2 1

9.700 24 40 5% 30 2 Construct catchbasin

D ia m et er (i n)

Construct catchbasin with riprap buttress per detail.

D ia m et er (i n)

Le ng th (f t)

Fu ll

C irc le

H al f R ou nd

ROAD 5900 PAYCO SEDIMENT REDUCTION

Construct catchbasin, end dump 3 CY Riprap, hand place 1 CY Riprap.

MP

Plastic Pipe Plastic Spillway

D ia m et er (i n)

* = Minimum 5%. If greater than 7%, then equal to or greater than grade of lead in ditch. Construct bench for all outlet riprap placement.

Le ng th (f t)

Le ng th (f t)

Le ng th (f t)

D ia m et er (i n)

Designed Riprap- CYInstallation Details Remarks

Fu ll

C irc le

AbreviationsCorrugated Metal Pipe Corrugated Metal Spillway

In le t C Y

DRAINAGE LIST, MP 9.524 CATCHBASIN DETAIL

In le t C Y

O ut le t C

Y

Dumped

O ut le t C

Y

O ut le t C

Y

Machine Placed

In le t C Y

S ke w (d eg

In st al la tio n

Ty pe

(1 ,2

, o r 3

G ra de o f A nc ho r

A ss em bl ie s

Plastic Spillway

Connection

Hand Placed

EX = Existing CMP = Corrugated Metal Pipe CPP = Corrugated Plastic Pipe

Pipe Corrugations shall be 2 7 in x 0 47 in unless otherwise shown or approved in writing by the C O

EX = Existing CMP = Corrugated Metal Pipe CPP = Corrugated Plastic Pipe

Pipe Corrugations shall be 2.7 in x 0.47 in unless otherwise shown or approved in writing by the C.O.

EX = Existing CMP = Corrugated Metal Pipe CPP = Corrugated Plastic Pipe

SHEET

WORKLIST

MP Work Item MP Work Item

0.000 Junction Road 5900, (1000 Line), and South Bay County Road, (2.5 miles SW of Toledo) 7.714 Rock turnaround right, 20' x 20', 8" depth, Grading A, 10 CY, Pay Item 32203A.

5.210 Junction right 5031, (North Beaver). 7.925 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451.

6.000 FS Mile Post 6 7.985 End pavement segment

Begin project. Begin Road reconditioning, Compaction method B, Pay Item 30322, 6" scarification 8.000 FS Mile Post 8 Begin 4" depth Grading S, Pay Item 32203C.

Note - contractor responsible for all utility locates. 8.131 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451.

6.199 Public sign MP 6 8.155 Approximate underground power line crossing beginning on right

6.547 End 4" depth Grading S 8.160 Approximate underground power line crossing ending on left

6.548 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451. 8.166 Begin concrete bridge Construct per Bridge Apron Detail, blend to ensure smooth transistion, as staked by CO

6.553 Install 24" x 38' CPP with 20' downpipe, construct catchbasin. Live stream, dewatering required. Pay Items Remove aggregate from bridge deck, indirect to Pay Item 30322, conserve for shoulder rock.

20420A, 25101, 32203C, 60209, 60278, 60604, and 60654. End dump 3 CY riprap on outlet, hand place 1 CY.

8.175 End concrete bridge

6.585 Install 3 CY dissipator on existing culvert, Pay Item 25101 Construct per Bridge Apron Detail, blend to ensure smooth transistion, as staked by CO

6.606 Junction right Road 1003. Rock intersection, 8" depth, 8.205 End pavement segment (85' L x 50' D x 20'W x 90'L), 8" depth, Grading A, 60 CY, as staked by CO , Pay Item 32203A.

8.210 Rock turnaround left 20' x 20', 8" depth, Grading A, 10 CY, Pay Item 32203A.

6.618 Begin railroad car bridge, remove all aggregate but 2" depth from bridge deck, conserve for shoulder rock, indirect payment to Pay Item 30322. 8.235 Public sign MP 8 Construct per Bridge Apron Detail, blend to ensure smooth transistion, as staked by CO

8.424 Junction left Road 3100

6.626 End railroad car bridge

Construct per Bridge Apron Detail, blend to ensure smooth transistion, as staked by CO 8.876 Begin existing concrete bridge

6.652 End pavement segment 8.892 End existing concrete bridge Begin 4" depth Grading S, Pay Item 32203C.

9.000 FS Mile Post 9

6.724 Junction right Road 1006

9.223 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451.

7.000 FS Mile Post 7

9.335 End pavement segment

7.030 End 4" depth Grading S

Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451. 9.347 Public sign MP 9

7.063 Failure site - Carsonite sign on left. Repair per MP 7.063 Subgrade Repair Details 9.406 Rock turnaround right 20' x 20', 8" depth, Grading A, 10 CY, Pay Item 32203A.

7.116 Horse Creek crossing 9.471 Junction right Road 1100

7.127 End pavement segment 9.524 Install 24" x 34' CPP with 15' downpipe. Construct catchbasin with riprap buttress per detail.

Pay Items 20420B, 25104, 32203C, 60209, 60278, 60604, and 60654

7.179 Spur left, private land, old stockpile site. Waste area to left, 200' from 5900, as staked by CO.

9.700 Install 24" x 40' CPP with 2 CY Class 3 Riprap dissipater, Construct catchbasin.

7.186 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412, 32203B, 40451. Pay Items 20420A, 25101, 32203C, and 60278.

7.202 Deer Creek Crossing, Water Source END PROJECT. End Road reconditioning, Compaction method B, Pay Item 30322, 6" scarification.

7.231 End pavement segment . 10.395 Junction left Gopher Creek County Road, end Road 5900.

7.276 Public sign MP 7 Optional Items

#1

7.437 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 32203B, 40451. 8.965 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412-1, 32203B-1, 40451-1

9.223 End pavement segment

7.498 End pavement segment

#2

7.525 Rock turnaround right, 20' x 20', 8" depth, Grading A, 10 CY, Pay Item 32203A. 8.908 Begin pavement segment, begin 3" depth Grading D, Begin 4" depth HMAC, Pay Items 20412-2, 32203B-2, 40451-2

8.965 End pavement segment

Sheet No.

Total Sheets

PROJECT

ROAD 5900 PAYCO SEDIMENT REDUCTION