OR UNION 101(1)_Plans .pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2021.09.08 16:04:52 -07'00'

OR UNION 101(1) A.2

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H -

PLAN &

PROFILE DRAINAGE

TEMPORARY

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,922 178 3,100

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0160 20103-0000 CLEARING AND GRUBBING SQYD 650 20 670

A0180 20301-1900 REMOVAL OF PIPE CULVERT EACH 14 14

A0200 20301-2400 REMOVAL OF SIGN EACH 13 13 26

A0220 20401-0000 ROADWAY EXCAVATION CUYD 510 90 600

A0240 20402-0000 SUBEXCAVATION CUYD 2,250 150 2,400

A0260 20410-0000 SELECT BORROW CUYD 2,556 304 2,860

A0280 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (Woven) SQYD 3,930 170 4,100

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,800 200 2,000

A0320 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 9 9

A0340 30402-1300 FULL DEPTH RECLAMATION, METHOD 1, 6-INCH DEPTH SQYD 54,400 2,700 57,100

A0360 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (Roughness II) TON 9,935 365 10,300

A0400 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 100 5 105

A0440 41201-0000 TACK COAT TON 25 2 27

A0460 60201-0600 18-INCH PIPE CULVERT LNFT 175 175

A0480 60201-0800 24-INCH PIPE CULVERT LNFT 720 720

A0500 60201-1000 36-INCH PIPE CULVERT LNFT 50 50

A0520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 4 4

A0540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 26 26

A0560 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A0580 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0600 62201-0350 BACKHOE HOUR 40

A0620 62301-0000 GENERAL LABOR HOUR 80

A0640 62502-0000 TURF ESTABLISHMENT SQYD 400

A0660 63301-0000 SIGN SYSTEM EACH 28 5 33

A0680 63308-0000 OBJECT MARKER EACH 8 8

A0700 63309-0200 DELINEATOR, TYPE 2 EACH 300 300

A0720 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 48,880 48,880

A0740 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 93,600 93,600

A0760 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 48,880 48,880

MileStone: Final Date Completed: In Progress Report Date: 09/08/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

8- S ep

-2

8:

A

M

Remarks and/or Determination of

Estimated Quantity

Pay Item Description Unit

Estimated Quantities

C

U se rs \T hi nh

.P ha n\ D es kt op \N or th

Po w de r\

N ew f ol de r\

N ew f ol de r\

[s um m ar y.

xl sm ]S he et

STATE PROJECT

B.1UNION 101(1)OR

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H -

PLAN &

PROFILE DRAINAGE

TEMPORARY

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0780 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0800 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 150 150

A0820 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40

A0840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 359 21 380

A0860 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,200 1,200

A0880 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

8- S ep

-2

8:

A

M

MileStone: Final Date Completed: In Progress Report Date: 09/08/21

C

U se rs \T hi nh

.P ha n\ D es kt op \N or th

Po w de r\

N ew f ol de r\

N ew f ol de r\

[s um m ar y.

xl sm ]S he et

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.2UNION 101(1)OR

SHEET

NUMBER

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

19101 496460.302 8854071.084 3370.035 45°00'01.903299"N 117°58'44.300563"W 3313.7122 0.999740556 5/8" IR W/FHWA ALUM CAP 1.

19102 496642.114 8853117.324 3376.436 45°00'03.991387"N 117°58'57.489859"W 3320.1155 0.999740221 5/8" IR W/FHWA ALUM CAP

19201 497005.450 8851129.941 3402.339 45°00'08.187938"N 117°59'24.980389"W 3346.0267 0.999738924 5/8" IR W/FHWA ALUM CAP

19202 496557.937 8850439.459 3396.939 45°00'03.982685"N 117°59'34.779529"W 3340.6297 0.999739241 5/8" IR W/FHWA ALUM CAP

PROJECT :North Powder River Lane reconstruction

DATE OF FIELD WORK : 8/2019

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.

C

M yF ile s\

Pr oj ec ts

_2

0\ O re go n\ N or th

_P ow de r\ co nt ro l\

[N or th _P ow de r_ C on tr ol sh ee t.

xl sx ]S he et

-D ec -2

:4

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.5

SHEET

NUMBER

UNION 101(1)OR

SURVEY CONTROL

10.4 x 16 20301 -1900

60201 -0600

60201 -0800

60201 -1000

60210 -0600

60210 -0800

60210 -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

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

8-

IN

C H

PI

PE

C

U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

C

U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

6-

IN

C

U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH LNFT LNFT LNFT EACH EACH EACH Lt Rt

46+50 2 59 70 2 A,AS, GS

55+10 5 70 1 50 2 A,AS, GS

103+80 6 126 1 80 2 A,AS, GS

113+60 3 50 1 50 2 A,AS, GS

116+80 1 25 1 50 A,AS, GS 6

123+60 5 70 1 50 2 A,AS, GS

129+60 5 70 1 50 2 A,AS, GS

147+90 5 70 1 50 2 A,AS, GS

157+60 5 70 1 50 2 A,AS, GS

164+80 2 62 1 50 2 A,AS, GS

172+50 5 70 1 50 2 A,AS, GS

174+10 4 85 1 70 2 A,AS, GS

180+25 3 50 1 50 2 A,AS, GS

184+90 2 40 60 2 A,AS, GS

187+15 2 44 65 2 A,AS, GS

206+50 2 42 1 50 2 A,AS, GS

232+40 2 42 1 50 2 A,AS, GS

PROJECT TOTAL 1045 14 175 720 50 4 26 2

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of 0.79" or the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.75" or the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 6. Culvert is on approach road P Plastic

3. Aluminum pipe culvert minimum wall thickness is the larger of 0.75" or the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

C

U se rs \T hi nh

.P ha n\ D es kt op \N or th

Po w de r\

N ew fo ld er

D ra in ag e.

xl sx ]S he et

8- S ep

-2

7:

A

M T.

P ha n

/2

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

UNION 101(1)OR

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

OR UNION 101(1) E.2

OR UNION 101(1) E.3

OR UNION 101(1) E.4

OR UNION 101(1) E.5

OR UNION 101(1) F.3

OR UNION 101(1) G.3

OR UNION 101(1) G.4

OR UNION 101(1) G.5

OR UNION 101(1) G.6

UNION 101(1)OR .

OR UNION 101(1) H.7

.UNION 101(1)OR

OR UNION 101(1) H.9

OR UNION 101(1) H.10