Plan_Set_-_North_of_Jordan_-_Final.pdf

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan & Profile Drainage Temporary Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15704-1000 SOIL EROSION CONTROL, PLASTIC LINING SQYD 20 20

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,094 32 1,126

A0160 15706-0300 SOIL EROSION CONTROL, SANDBAG, (HAND PLACED) EACH 240 240

A0180 15706-0300 SOIL EROSION CONTROL, SANDBAG, (MACHINE PLACED) EACH 30 30

A0200 15801-0000 WATERING FOR DUST CONTROL MGAL 40 10 50

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0240 20302-0700 REMOVAL OF FENCE LNFT 250 10 260

A0260 20420-0000 EMBANKMENT CONSTRUCTION CUYD 73 73

A0280 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C SQYD 575 25 600

A0300 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 375 25 400

A0320 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 454 21 475

A0340 60201-2000 96-INCH PIPE CULVERT LNFT 74 74

A0360 60201-2250 114-INCH PIPE CULVERT LNFT 64 64

A0380 60304-0000 STRUCTURAL PLATE ARCH (14'-11" x 10'-2") LNFT 16 16

A0400 60403-0000 INLET, (CONCRETE COLLAR) EACH 1 1

A0420 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 250 10 260

A0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0460 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A0480 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0500 62301-0000 GENERAL LABOR HOUR 20 20

A0520 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 2,150 2,150

A0540 62511-1000 SEEDING, DRY METHOD SQYD 2,150 2,150

A0560 62516-1000 MULCHING, DRY METHOD, (MATURE COMPOST) SQYD 2,150 2,150

A0580 62901-0500 ROLLED EROSION CONTROL PRODUCT, TYPE 2.A SQYD 2,150 2,150

A0600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 4 4

A0620 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 6 6

A0640 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 350 350

A0660 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER LNFT 700 700

A0680 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 123 123

A0700 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 480 480

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

-M ar -2

1:

P M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D O

T

3( 1)

N or th o f

Jo rd an \P

R _L

O A _E

E\ [E

E_ N or th o f

Jo rd an .x ls x]

S he et

STATE PROJECT

B.1DOT 543(1)MT

SHEET

NUMBER

Hell Creek Road

P O

T

.0

P I

.9

P O

T

.6

D

,7

.9

,7

.6

-2.6000%

26' VC

K = 16

SSD = 687'

,7

.0

-4.2000% +4.20 00%

325' VC

K = 39

,7

.5

N

CUYD

EXC.

CUYD

EMB.

452+00 453+00 454+00451+00 455+00 456+00 457+00 458+00

BEGIN PROJECT

To Jordan

P1

P2

P4

P5

P6

P7 P8

P9

P3

P10

P12

P11

LEGEND

Seeding, dry method

Mulch, dry method, mature composite

Rolled erosion control, Type 2.A

S e e s h e e t

E .2

I n s ta ll c la s s r ip r a p

I n s ta ll d ia p ip e c u lv e r t

R e m o v e d ia p ip e c u lv e r t

CP

HELL 1

NAME NORTHING EASTING ELEVATION

HELL 2

HELL 1

CONTROL POINTS

HELL 2

GPS

455+00.00 (MP 8.6)

MT DOT 543(1)

El= 2738.36'

E= 2601369.173

N= 1168927.628

453+00.00 (MP 8.6)

MT DOT 543(1)

El= 2742.81'

E= 2601374.980

N= 1168727.714 determined by CO limits. Placement to be fence within construction

Remove and replace existing as directed by CO

Protect in place or

Placement to be determined by CO within construction limits.

Remove and replace existing fence

Existing ground

Profile grade

1169274.04

1168723.42

2601407.86

2601427.12

2748.00

2745.34

CONSTRUCTION

SUSPEND

Hell Creek Road see Sheet G.3 for details

Install fiber rolls, See sheet G.3 for details

Install fiber rolls, Construction limits

D.2

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

M T d b .d g n

MT DOT 543(1)

P

M

M a r c h

M A

D A

R

M A

R T I N I

C h e c k e d b y

D e s ig n e d b y

See Sheet G.1 for details.

water from entering culvert work area.

Place as needed to prevent pond

Install sandbags and plastic lining.

See Sheet G.1 for details.

water from entering culvert work area.

Place as needed to prevent pond

Install sandbags and plastic lining.

b y C

O

P r o te c t in p la c e o r a s d ir e c te d

E x is ti n g d ia p ip e c u lv e r t

GPK FILE DATED May 11, 2016

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

26601 1222178.303 2597822.084 2306.050 47°34'27.717452"N 106°56'55.079816"W 2254.3308 0.99933307 5/8" IR w/FHWA Alum cap

HELL1 1168723.420 2601427.120 2745.340 47°25'38.971082"N 106°56'27.980719"W 2694.756 0.99929019 5/8" IR w/FHWA Alum cap

HELL2 1169274.042 2601407.857 2747.998 47°25'44.411900"N 106°56'27.999160"W 2697.4074 0.99929025 5/8" IR w/FHWA Alum cap

HELL3 1207614.150 2601819.840 2588.680 47°32'02.686628"N 106°56'03.734276"W 2537.3185 0.99931291 5/8" IR w/FHWA Alum cap

HELL4 1208039.320 2601750.800 2612.473 47°32'06.905204"N 106°56'04.537416"W 2561.1016 0.99931196 5/8" IR w/FHWA Alum cap

HELL5 1222438.630 2598078.300 2309.910 47°34'30.204333"N 106°56'51.219209"W 2258.1843 0.99933301 5/8" IR w/FHWA Alum cap

HELL6 1222826.978 2598208.110 2320.321 47°34'33.995363"N 106°56'49.141262"W 2268.5822 0.99933269 5/8" IR w/FHWA Alum cap

Note:

PROJECT :North of Jordan DATE OF FIELD WORK : May 2016 DATE OF FINAL ADJUSTMENT : May 2016

PROJECT UNITS : International Foot COORDINATE SYSTEM : Montana SPCS NAD83 (2011); Zone 2500

EPOCH DATE : 2010

VERTICAL DATUM : NAVD88 Orthometric based on Geoid 12b

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.

STATE PROJECT

DOT 543(1) D.6MT

C

M yF ile s\

Fi el d_ Fi le s\

M on ta na

\N or th o f Jo rd an

N or th of Jo rd an

_c on tr ol

_s he et .x ls x]

Sh ee t 9-

M ar

-2

8:

A

M W

FL

H

D S ur ve y

L.

G ob le

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

SHEET

10.4 x 16 20301 -1900

20701 -0300

25101 -0500

60201 -2000

60201 -2250

60304 -0000

60403 -0000

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

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(F

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N

FO

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A

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LY

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O V A L

O F

PI

PE

C U

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T

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EP

A R A

TI

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-S

TA

B

IL

IZ

A

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G

EO

TE

X

TI

LE

C

LA

S S

TY

PE

C

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

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H P

IP

E

C U

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ER

T

4-

IN

C

H P

IP

E

C U

LV

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S

TR

U C

TU

R A L

PL

A

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A R C

H

(1

4' -1

1" x

0'

-2

IN

LE

T (C

O N

C R

ET

E C O

LL

A R

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 SQYD CUYD LNFT LNFT LNFT EACH Lt Rt

454+08 1.5 2362 1 275 185 64 3.2 A, AS 1.75 1.75 MP 8.6

876+48 1 2933 1 230 150 74 26.3 A, AS 1.75 1.75 MP 16

1064+04 2.5 3262 70 40 16 1 A, AS 1.75 MP 20

PROJECT TOTAL 8557 2 575 375 74 64 16 1

Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0

D ra in ag e.

xl sx ]S he et

-M ar -2

:5

J.

N

EI

G H

O R N

9/

L.

S V

EN

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

DOT 543(1)MT

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