Plan_Set_-_OR_WASCO_102(1)_FINAL.pdf

Sheet and Description

Section C Section D Section E Section F

Typical Section Guardrail Temporary

Traffic Control Permanent

Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL ALL

A0040 15214-0000 SURVEY AND STAKING, MISCELLANEOUS LPSM ALL ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 725 725

A0140 20301-0700 REMOVAL OF DELINEATOR EACH 25 3 28

A0160 20301-2400 REMOVAL OF SIGN EACH 41 4 45

A0180 20301-2400 REMOVAL OF SIGN, (OBJECT MARKER) EACH 13 3 16

A0200 20301-3700 REMOVAL OF TERMINAL SECTION EACH 6 6

A0220 20302-1200 REMOVAL OF GUARDRAIL LNFT 725 5 730

A0240 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 5 1 6

A0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 4,984 416 5,400

A0280 41201-0000 TACK COAT TON 19 6 25

A0300 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 2,873 227 3,100

A0320 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2, FULL DEPTH SQYD 306 19 325

A0340 61701-1400 GUARDRAIL SYSTEM G4, TYPE 2, CLASS B WOOD POSTS (WAMIC MARKET ROAD) LNFT 150 25 175

A0360 61701-1450 GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEEL OR WOOD POSTS (RAMSEY CREEK) LNFT 350 25 375

A0380 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 6 6

A0400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 24 24

A0420 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 24 24

A0440 63302-0000 SIGN SYSTEM SQFT 161 5 166

A0460 63308-1000 OBJECT MARKER, TYPE 1, (YELLOW) EACH 13 2 15

A0480 63309-0100 DELINEATOR, TYPE 1, (WHITE) EACH 25 5 30

A0500 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 100 5 105

A0520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 139 18 157

A0540 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 160 15 175

A0560 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 420 30 450

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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.1WASCO 102(1)OR

SHEET

NUMBER

NO SCALE

APPROACH ROAD

DETAIL

45°25'56" N, 121°14'08" W

APPROACH ROAD DETAIL (PAVED)

C.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d O

R a c c .d g n

OR WASCO 102(1)

P

M

M a r c h

C h e c k e d b y

D e s ig n e d b y

C L o f a p p r o a c h

End pavement

E d g e o f s h o u ld e r

E n d p a v e m e n t

Variable 60° to 90°

Aggregate base

Asphalt concrete pavement

Edge of shoulder

Edge of traveled way

Edge of shoulder

C L

Normal shoulder o f a p p r o a c h

E d g e o f s h o u ld e r

E n d p a v e m e n t

Edge of shoulder

Edge of traveled way

Edge of shoulder Match existing

Match existing

Existing pavement

10'

Asphalt concrete pavement, type 1, 2-inch depth

Paving transition

4'

2% to 4%

Match existing

Match existing

APRON DETAIL (PLAN)

UNPAVED APPROACH ROAD

APRON DETAIL (PROFILE)

UNPAVED APPROACH ROAD

Match Existing (16' R minimum)

(16' R minimum)

Match Existing

(16' R Minimum)

Match Existing

(16' R minimum)

Match Existing and approval of the CO.

Fiber roll placement locations are subject to field conditions and approval of the CO.

are approximate. Exact locations are subject to field conditions

See Vicinity Map, sheet A.3, for general locations. All locations asphalt concrete pavement.

Apply tack coat on all existing asphalt before placing of the CO.

For final approach road apron locations are subject to approval compatible with adjacent roadway construction.

Construct side slope ratio and degree of finish of approaches adjacent roadbed, but limit the depth to 1½" maximum.

wearing surface of the same treatment as shown for the

Finish other approaches with untreated base. Provide a

6.

5.

4.

3.

2.

1.

Saw cut

NOTE: