mta-valley20-1_Plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2024.07.29 11:53:35 -07'00'

PROJECT

SHEET

NUMBER

MT FLAP VALLEY 20(1) A.2

SHEET INDEX

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 SHEET INDEX

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-6 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1-2 TYPICAL SECTION

D. PLAN-PROFILE

D.1 SURVEY CONTROL

D.2-3 EARTHWORK SUMMARY

D.4 TABULATION OF QUANTITIES

D.5-22 PLAN-PROFILE

D. 23-24 PLAN-PLAN

E. APPROACH ROADS

E.1 TABULATION OF QUANTITIES

E.2-12 APPROACH ROAD DETAILS

F. SOIL EROSION AND SEDIMENT CONTROL

F. l TABULATION OF QUANTITIES

F.2-10 EROSION CONTROL PLAN

F.11 CHECK DAM (FIBER ROLL)

F.12 FIBER ROLL AT CULVERT

F.13 FIBER ROLL DETAIL

G. DRAINAGE

G.1 TABULATION OF DRAINAGE QUANTITIES

G.2-5 STANDARD DRAWINGS

H. RESERVED

I. TEMPORARY TRAFFIC CONTROL PLAN

1.1 TABULATION OF QUANTITIES

I.2 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE

1.3 BIPARTISAN INFRASTRUCTURE LAW SIGN

I.4-8 STANDARD DRAWINGS AND DETAILS

J. PERMANENT TRAFFIC CONTROL PLAN

J.1-3 TABULATION OF QUANTITIES

J .4-12 PERMANENT TRAFFIC CONTROL PLAN

J.13-14 STANDARD DRAWINGS AND DETAILS

J.15-16 DELINEATOR DETAIL

J.17 CUSTOM SIGN DETAILS

SHEET INDEX

Sheet and Description

Section D Section E Section F Section G Section I Section J

Approach Roads Drainage 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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,077 123 2,200

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 5 5 10

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 4.6 0.1 4.7

A0200 20301-0700 REMOVAL OF DELINEATOR EACH 8 8

A0220 20301-2400 REMOVAL OF SIGN EACH 23 23

A0240 20401-0000 ROADWAY EXCAVATION CUYD 5,285 515 5,800

A0260 20403-0000 UNCLASSIFIED BORROW CUYD 2,201 199 2,400

A0280 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 22,415 1,085 23,500

A0300 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,869 229 202 2,300

A0320 30802-0000 RECYCLED AGGREGATE BASE CUYD 1,881 19 1,900

A0340 40301-0000 ASPHALT CONCRETE PAVEMENT TON 4,089 231 180 4,500

A0360 41201-0000 TACK COAT TON 8.1 0.4 8.5

A0380 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH SQYD 16,933 867 17,800

A0400 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 1 1

A0420 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 4 4

A0440 60704-0000 CLEANING CULVERT IN PLACE EACH 5 5

A0460 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 15

A0480 62201-2050 ROLLER HOUR 10

A0500 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

A0520 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 20

A0540 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 4.6 0.4 5.0

A0560 62501-0000 TURF ESTABLISHMENT ACRE 4.6 0.4 5.0

A0580 63302-0000 SIGN SYSTEM SQFT 145 5 150

A0600 63309-0000 DELINEATOR EACH 8 8

A0620 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 24,664 536 25,200

A0660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 22,240 460 22,700

A0680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 700 20 720

A0700 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A0720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 130 130

A0740 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4 4

MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

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1:

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M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

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PROJECT

B.1MT FLAP VALLEY 20(1)

SHEET

NUMBER

Plan-Profile

Soil Erosion and

Sediment Control

Temporary Traffic Control

Plan

Permanent Traffic Control

Plan

Approach Roads Drainage Allowance Bid Schedule

A0760 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 12,116 384 12,500

A0780 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 218 22 240

A0800 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,800 1,800

A0820 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 900 900

A0840 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 90 90

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MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24 c:

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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

PROJECT

B.2MT FLAP VALLEY 20(1)

SHEET

NUMBER

Plan-Profile

Soil Erosion and

Sediment Control

Temporary Traffic Control

Plan

Permanent Traffic

Approach Roads Drainage Allowance Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,533 167 2,700

B0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 16 4 20

B0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0180 20101-0000 CLEARING AND GRUBBING ACRE 10.3 0.3 10.6

B0200 20301-0700 REMOVAL OF DELINEATOR EACH 8 8

B0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

B0240 20301-2400 REMOVAL OF SIGN EACH 36 36

B0260 20401-0000 ROADWAY EXCAVATION CUYD 10,778 1,122 11,900

B0280 20403-0000 UNCLASSIFIED BORROW CUYD 6,243 657 6,900

B0300 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 50,442 2,558 53,000

B0320 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,869 229 202 2,300

B0340 30802-0000 RECYCLED AGGREGATE BASE CUYD 1,881 19 1,900

B0380 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE TON 6,129 258 613 7,000

B0400 31110-0000 CALCIUM CHLORIDE TON 114 5 1 120

B0420 40301-0000 ASPHALT CONCRETE PAVEMENT TON 4,089 231 180 4,500

B0440 41201-0000 TACK COAT TON 8.1 0.4 8.5

B0460 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH SQYD 16,933 867 17,800

B0480 60201-0800 24-INCH PIPE CULVERT LNFT 175 5 180

B0500 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 3 3

B0520 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 8 8

B0540 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 4 4

B0560 60704-0000 CLEANING CULVERT IN PLACE EACH 11 11

B0580 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 30

B0600 62201-2050 ROLLER HOUR 20

B0620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 30

B0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

B0660 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 11.3 0.7 12.0

B0680 62501-0000 TURF ESTABLISHMENT ACRE 11.3 0.7 12.0

B0700 63302-0000 SIGN SYSTEM SQFT 241 9 250

B0720 63309-0000 DELINEATOR EACH 8 8

B0740 63316-1000 REMOVE AND RESET SIGN EACH 2 2

B0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 24,664 536 25,200

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MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24 c:

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3)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.3MT FLAP VALLEY 20(1)

SHEET

NUMBER

Plan-Profile

Soil Erosion and

Sediment Control

Temporary Traffic Control

Plan

Permanent Traffic

Approach Roads Drainage Allowance Bid Schedule

B0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 22,240 460 22,700

B0800 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 700 20 720

B0820 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

B0840 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 130 130

B0860 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4 4

B0880 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 12,116 384 12,500

B0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 218 22 240

B0920 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,500 2,500

B0940 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,250 1,250

B0960 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 125 125

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MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24 c:

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4)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.4MT FLAP VALLEY 20(1)

SHEET

NUMBER

Plan-Profile

Soil Erosion and

Sediment Control

Temporary Traffic Control

Plan

Permanent Traffic

Approach Roads Drainage Allowance Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,533 167 2,700

C0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 16 4 20

C0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

C0180 20101-0000 CLEARING AND GRUBBING ACRE 10.3 0.3 10.6

C0200 20301-0700 REMOVAL OF DELINEATOR EACH 8 8

C0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

C0240 20301-2400 REMOVAL OF SIGN EACH 36 36

C0260 20401-0000 ROADWAY EXCAVATION CUYD 10,778 1,122 11,900

C0280 20403-0000 UNCLASSIFIED BORROW CUYD 6,243 657 6,900

C0300 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 50,442 2,558 53,000

C0320 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,869 229 202 2,300

C0340 30301-5000 AGGREGATE SURFACE RECONDITIONING MILE 2.163 2.163 Contract Quantity

C0360 30802-0000 RECYCLED AGGREGATE BASE CUYD 1,881 19 1,900

C0400 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE TON 6,129 258 613 7,000

C0420 31110-0000 CALCIUM CHLORIDE TON 114 5 1 120

C0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 4,089 231 180 4,500

C0460 41201-0000 TACK COAT TON 8.1 0.4 8.5

C0480 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH SQYD 16,933 867 17,800

C0500 60201-0800 24-INCH PIPE CULVERT LNFT 175 5 180

C0520 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 3 3

C0540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 8 8

C0560 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 4 4

C0580 60704-0000 CLEANING CULVERT IN PLACE EACH 11 11

C0600 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 45

C0620 62201-2050 ROLLER HOUR 30

C0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

C0660 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 60

C0680 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 11.3 0.7 12.0

C0700 62501-0000 TURF ESTABLISHMENT ACRE 11.3 0.7 12.0

C0720 63302-0000 SIGN SYSTEM SQFT 241 9 250

C0740 63309-0000 DELINEATOR EACH 8 8

C0760 63316-1000 REMOVE AND RESET SIGN EACH 2 2

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MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24 c:

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5)

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.5MT FLAP VALLEY 20(1)

SHEET

NUMBER

Plan-Profile

Soil Erosion and

Sediment Control

Temporary Traffic Control

Plan

Permanent Traffic

Plan-Profile Approach Roads

Soil Erosion and

Sediment Control

Drainage

Temporary Traffic Control

Plan

Permanent Traffic Control

Plan

Allowance Bid Schedule

C0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 24,664 536 25,200

C0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 22,240 460 22,700

C0820 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 700 20 720

C0840 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

C0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 130 130

C0880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4 4

C0900 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 12,116 384 12,500

C0920 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 218 22 240

C0940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,700 2,700

C0960 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,350 1,350

C0980 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 135 135

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MileStone: Final Date Completed: 07/18/24 Report Date: 07/18/24 c:

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6)

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.6MT FLAP VALLEY 20(1)

NUMBER

N N

E C:0:.::;u .s

Existing ground

-7& Tl�\'\-- -

See Fill Slope Rounding

5'

3' Shau/de

11' 11' 3' Traveled lane Traveled lane Shoulder

Profile grade See Safety Edge 2% Crown[lJ 2% Crown [ll

I �-----,-�------1;----t-----����__j \',t,) r I

I, ! > / / I I J' T

A tO ..-j , , Asphalt concrete pavement, 4-inch ---j i--=- T

(\'· compacted depth, placed in two equal lifts \/,/1e5

,,, ,,, with tack coat between lifts

17 & /7,(\\ '( / t Unc/ass;f;ed bon-ow

Asphalt pavement milling, 4-inch depth [31

E 10' --- -- - - - --- u

5' .s C:

Aggregate Base r21

Separation-stabilization geotextile, class 1, type D (woven)

PAVEMENT SECTION

"MAIN 01" 02+42 to 63+00

E

QJ

E

QJ

PROJECT

MT FLAP VALLEY 20(1)

See Cut Slope Rounding

Sawcut vertical and tack coat

Existing asphalt

PAVEMENT CONNECTION DETAIL

"MAIN 01" 2+42

"MAIN 01" 58+10 to 60+17 LT

Edge of pavement 1'

Slope stake l limit

,,, ,,, 6 8

-yrt:SJ 17 /::\ -q;

5' l/) 5'

:::������i.;;;---::::---=� __:r-

0.250 � Existing ground

CUT SLOPE ROUNDING

FOOTNOTE:

[11 Superelevate roadway as shown in the Staking Report Data Listing.

r21 When the supply of recycled aggregate base is exhausted, furnish roadway aggregate method 2 to complete the base.

[31 Limit asphalt pavement milling to 4" unless otherwise directed by CO.

7 a

- - Tl/S;J 1710\ 'C f � Existing ground

0.25 D

FILL SLOPE ROUNDING

Aggregate base course First lift of asphalt

Second lift of asphalt

SAFETY EDGE

NO SCALE

TYPICAL SECTION

SHEET

NUMBER

C.1

NL------------------------------------------------------------------------.....1.--------------------------'

.,.N0N

E: Placing conserved topsoil ::J -- -- - - -- and turf establishment limits - - - - - -----c::

L _ _ _ fo:,:: :��"� _\ See Cut .l:.3 � _\

I

I

�c-==-=-==I

69+00 to 69+90, LT 69+00 to 69+90, RT

Placing conserved topsoil

: r---- and turf establishment limits

I ==--,=--==--c=::,.___I Existing ground \ __ I- - ci l .l:.3

PROJECT

MT FLAP VALLEY 20(1)

• 1

B c::

Slope Rounding i_

- - - - - - - - - - - - - - -I

I 1:3

2·-0...f

See Cut Slope Rounding on Sheet C.1 2'-0" .1

See Cut Slope Rounding

FOOTNOTE:

I

I

I

I

I

I

I 15' 15'

I

I

I

I

I

I

L

Profile grade I tablish toPsoi/ � I

I idi 1�r�2served

5% Crown [ll

5% Crown [ll tne/Jt lt"rn • E:

�L� ! 1

1' ''

�--=-=--=t=--=-==1==-=--==-=--=---=c,-,- ==-=--=-=-�--=--------�:,--� II Var;e rts �j --1 i--=- Stabilized aggregate surface course, �- f:.-

-- s 0:4 to 1. �

Existing ground calcium chloride, imported aggregate, -✓- •.?) 8

Separation-stabtltzation 4-inch compacted depth [41 - - 7l1A'0Xl /iS\ - - - - - 717>,_ '(Jl'A\'\ geotextile, class 1, type D (woven) Embankment

AGGREGATE SECTION

"MAIN 01" 63+00 to 82+40 "MAIN 02" 100+ 15 to 164+00

[2]

30' (typ.)

Travel way width varies ct Travel way width varies

Varie/ 31 Variesf3l

\ T x ng ground

Aggregate surface reconditioning

SURFACE RECONDITIONING

"MAIN 02" 164+00 to 278+21

See Fill Slope Rounding on Sheet C.1

[lJ Superelevate roadway as shown in the Staking Report Data Listing.

r21 Match existing roadway width .

[41 When the supply of suitable roadway excavation is exhausted, furnish unclassified borrow to complete the embankment.

TYPICAL SECTION

r31 Match existing cross slope.

SHEET

NUMBER

C.2

;': N.__ ____________________________________________________________________ N_o_s_c_A_LE_ ....... ________________________ ...

PROJECT UNITS : International foot

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

22100 1382127.290 2704193.027 2339.903 48°00'08.793167"N 106°29'34.414043"W 2284.6274 0.999433179 MDT Alum cap 1.

22101 1381047.265 2704043.941 2335.619 47°59'58.194419"N 106°29'37.215364"W 2280.3527 0.999432492 5/8" ir w/fhwa alum cap

22102 1379060.774 2702215.742 2315.463 47°59'39.287879"N 106°30'05.207739"W 2260.2313 0.999431869 5/8" ir w/fhwa alum cap

22103 1378603.772 2701038.287 2322.503 47°59'35.223750"N 106°30'22.771103"W 2267.2883 0.999431192 1/2" IR w/orange plastic cap

22104 1377135.735 2697313.516 2302.707 47°59'22.141869"N 106°31'18.338772"W 2247.5429 0.999431045 5/8" ir w/fhwa alum cap

22105 1377488.451 2696385.469 2303.927 47°59'25.969838"N 106°31'31.781375"W 2248.7718 0.999431305 5/8" ir w/fhwa alum cap

PROJECT : Duck Creek Road DATE OF FIELD WORK :September 2022

DATE OF FINAL ADJUSTMENT : 12/12/2022

COORDINATE SYSTEM : Montana SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.0000

CADD COORDINATE SYSTEM : MT83/2011IF NSRS11(NAD83/2011) Montana, Intl Foot

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.

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PROJECT

D.1

SHEET

NUMBER

MT FLAP VALLEY 20(1)

SURVEY CONTROL

10.4 x 16 20301 -1900

60201 -0800

60210 -0600

60210 -0800

60210 -0900

60704 -0000

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B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH LNFT EACH EACH EACH EACH Lt Rt

9+45 1 1 AS

17+60 1 1 AS

25+10 2 1 AS

30+50 1 1 AS

37+20 1

SCHEDULE A 1 4 5

67+40 11 81 1 111 2 67 AS

71+80 1 1 AS

77+70 2 1 AS

110+80 1 124+90 1

137+80 2 1 AS

139+68 7 67 1 64 2 98 AS

149+25 1 1

SCHEDULE B/C 148 2 175 3 8 4 11

All

PROJECT TOTAL 148 2 175 3 8 4 11

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

-J ul -2

3:

P M c:

\p w

-w or k\ d0 m ta

-v al le y2

0- 1_

D ra in ag e.

xl sx ]S he et

TABULATION OF DRAINAGE QUANTITIES

PROJECT

G.1MT FLAP VALLEY 20(1)

SHEET

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

NUMBER

MT FLAP VALLEY 20(1) J.1

ITEM 20301-2400 ITEM 20301-0700

REMOVAL OF SIGNS REMOVAL OF DELINEATOR

MUTDC No. SIGN LEGEND LOCATION SIDE

QUANTITY

LOCATION SIDE

QUANTITY

(EACH) (EACH)

R1-1 STOP SIGN "MAIN 01" 2+35 LT 1 "MAIN 01" 20+10 BOTH 8

R2-1 SPEED LIMIT 25 "MAIN 01" 4+44 RT 1 SCHEDULE A/B/C TOTAL = 8

REF-1 WESTEND CAMPGROUND MARINA RECREATION AREA "MAIN 01" 11+82 RT 1

Rl-1 STOP "MAIN 01" 13+64 LT 1

03-1 SHELTER RD "MAIN 01" 13+64 LT 1

ITEM 63309-0000

DELINEATOR

W1-2 RIGHT CURVE "MAIN 01" 14+88 RT 1

R1-1 STOP "MAIN 01" 15+40 LT 1 QUANTITY

LOCATION SIDE

(EACH) R2-1 SPEED LIMIT 45 "MAIN 01" 15+91 RT 1

R2-1 SPEED LIMIT 25 "MAIN 01" 16+25 LT 1 "MAIN 01 " 20+10 BOTH 8

W3-1 STOP AHEAD "MAIN 01" 20+62 LT 1 SCHEDULE A/B/C TOTAL = 8

W1-2 RIGHT CURVE "MAIN 01" 28+52 RT 1

W1-2 LEFT CURVE "MAIN 01" 28+53 LT 1

ITEM 66316-1000

R1-1 STOP "MAIN 01" 31 +48 LT 1

REMOVE AND RESET SIGN (WOOD POST)

REF-2 WESTEND CAMPGROUND DUCK CREEK RECREATION AREA "MAIN 01" 33+29 RT 1

R1-1 STOP "MAIN 01" 33+65 LT 1

SIGN LEGEND LOCATION SIDE

QUANTITY

R1-1 STOP "MAIN 01" 41 +83 LT 1

(EACH)

W8-3 PAVEMENT ENDS "MAIN 01" 56+48 RT 1

Road Closed, Authorized Vehicles Only "MAIN 01" 42+27 LT 1

R1-1 STOP "MAIN 01" 57+56 LT 1

SOIEDULE A TOTAL= 1

03-1 EASY ST "MAIN 01" 57+56 LT 1

NO HUNTING "MAIN 02" 100+92 LT 1

R2-1 SPEED LIMIT 45 "MAIN 01" 58+33 LT 1

SCHEDULE B/C TOTAL = 2

03-1 POVERTY RIDGE RD "MAIN 01" 60+25 LT 1

Rl-1 STOP "MAIN 01" 62+21 RT 1

03-1 AUSTIN LN "MAIN 01" 62+21 RT 1

SCHEDULE A TOTAL= 23

Wl-2 RIGHT CURVE "MAIN 01" 69+88 LT 1

03-1 STONBROKE DR "MAIN 01" 75+72 LT 1

REF-3 DUCK CREEK RECREATION AREA Right Arrow "MAIN 01" 79+93 RT 1

Rl-1 STOP "MAIN 01" 80+89 RT 1

R2-1 SPEED LIMIT 25 "MAIN 01" 81 +69 RT 1

NA NO TURN AROUND AHEAD "MAIN 01" 81 +69 RT 1

Rl-1 STOP "MAIN 02" 114+65 RT 1

03-1 MALLARD DR "MAIN 02" 114+65 RT 1

REF-5 DUCK CREEK RECREATION AREA Left Arrow "MAIN 01" 129+53 RT 1

Rl-1 STOP "MAIN 02" 131+03 LT 1

REF-6 Recreation Opportunities Sign "MAIN 02" 131+40 LT 1

REF-7 DUCK CREEK RECREATION AREA "MAIN 02" 134+44 LT 1

03-1 TEAL DR "MAIN 02" 138+02 RT 1

SCHEDULE B/C TOTAL = 36

TABULATION OF QUANTITIES

NUMBER

MT FLAP VALLEY 20(1) J.2

ITEM 63302-0000 ITEM 63302-0000

SIGN SYSTEM SIGN SYSTEM

MUTDC No. SIGN LEGEND LOCATION SIDE

SIZE QUANTITY

MUTDC No. SIGN LEGEND LOCATION SIDE

SIZE QUANTITY

(INCH x INCH) (SQFT) (INCH x INCH) (SQFT)

Rl-1 STOP SIGN "MAIN 01" 2+35 LT 30 X 30 6 SCHEDULE A TOTAL = 145

R2-1 SPEED LIMIT 25 "MAIN 01" 4+44 RT 24 X 30 5 Wl-2 RIGHT CURVE "MAIN 01" 69+88 LT 24 X 24 4

W2-3 INTERSECTION WARNING "MAIN 01" 9+00 RT 30 X 30 6 03-1 STONBROKE DR "MAIN 01" 75+72 LT 43 X 8 2

REF-1

WESTEND CAMPGROUND MARINA

"MAIN 01" 11+82 RT 60 X 36 15 REF-3

DUCK CREEK RECREATION AREA

"MAIN 01" 79+93 RT 60 X 30 13

RECREATION AREA Right Arrow

Rl-1 STOP "MAIN 01" 13+64 LT 30 X 30 6 R1-1 STOP "MAIN 01" 80+89 RT 30 X 30 6

03-1 SHELTER RD "MAIN 01" 13+64 LT 35 X 8 2 W14-1 DEAD END "MAIN 01" 80+97 RT 30 X 30 6

Wl-2 RIGHT CURVE "MAIN 01" 14+88 RT 24 X 24 4 REF-4 NO TURN AROUND "MAIN 01" 80+97 RT 24 X 18 3

Rl-1 STOP "MAIN 01" 15+40 LT 30 X 30 6 R2-1 SPEED LIMIT 25 "MAIN 01" 81+69 RT 24 X 30 5

R2-1 SPEED LIMIT 45 "MAIN 01" 15+91 RT 24 X 30 5 R1-1 STOP "MAIN 02" 114+65 RT 30 X 30 6

R2-1 SPEED LIMIT 25 "MAIN 01" 16+25 LT 24 X 30 5 03-1 MALLARD DR "MAIN 02" 114+65 RT 37 X 8 2

W3-1 STOP AHEAD "MAIN 01" 20+62 LT 30 X 30 6 DUCK CREEK RECREATION AREA Left

REF-5

Arrow

"MAIN 01" 129+53 RT 60 X 30 13

Wl-2 RIGHT CURVE "MAIN 01" 28+52 RT 24 X 24 4

Wl-2 LEFT CURVE "MAIN 01" 28+53 LT 24 X 24 4 R1-1 STOP "MAIN 02" 131+03 LT 30 X 30 6

Rl-1 STOP "MAIN 01" 31+48 LT 30 X 30 6 REF-6 Recreation Opportunities Sign "MAIN 02" 131+40 LT 48 X 24 8

WESTEND CAMPGROUND DUCK REF-7 DUCK CREEK RECREATION AREA "MAIN 02" 134+44 LT 96 X 30 20

REF-2

CREEK RECREATION AREA

"MAIN 01" 33+29 RT 60 X 36 15

03-1 TEAL DR "MAIN 02" 138+02 RT 25 X 8 1

Rl-1 STOP "MAIN 01" 33+65 LT 30 X 30 6 SCHEDULE 8/C TOTAL = 241

Rl-1 STOP "MAIN 01" 41+83 LT 30 X 30 6

W8-3 PAVEMENT ENDS "MAIN 01" 56+48 RT 30 X 30 6

Rl-1 STOP "MAIN 01" 57+56 LT 30 X 30 6

03-1 EASY ST "MAIN 01" 57+56 LT 25 X 8 1

R2-1 SPEED LIMIT 45 "MAIN 01" 58+33 LT 24 X 30 5

Rl-1 STOP "MAIN 01" 60+25 LT 30 X 30 6

03-1 POVERTY RIDGE RD "MAIN 01" 60+25 LT 56 X 8 3

Rl-1 STOP "MAIN 01" 62+21 RT 30 X 30 6

03-1 AUSTIN LN "MAIN 01" 62+21 RT 31 X 8 2

SCHEDULE A TOTAL= 145

LOCATION

"MAIN 01" 2+30 to 63+00

"MAIN 01" 2+30 to 63+00

"MAIN 01" 2+30 to 6+00

"MAIN 01" 6+00 to 9+50

"MAIN 01" 9+50 to 61 +40

"MAIN 01" 13+61

"APPR 03" 30+45

"APPR 05" 50+45

"APPR 07" 70+34

"APPR 08" 80+40

"APPR 10" 100+38

FOOTNOTE:

flJ Total includes 2 applications.

SIDE

LT

RT

Center

Center

Center

LT

LT

LT

LT

LT

LT

j l.lJ l.lJ < :,... '.:Jl.lJ a:: -.J l.lJ

CQ 1-

:::i < 0 l.lJ au

(LNFT)

5,190

PAVEMENT MARKINGS

For Information Only

-.J -.J l.lJ

< '.:J l.lJ a::�� 0<:

a:: l.lJ CQ l..J

(LNFT)

-.J l.lJ :i:

a -.J

CJ)

(LNFT)

6,070

6,070

(LNFT)

SUBTOTAL=

SCHEDULE A/B/C TOTAL ciJ =

63401-0300 i vi'o � -.J

� uj �c a:: a � '.:J I- 0

< CJ)

l.lJ '

� CQ

l.lJ l.lJ :::,. 0..

ti: �

(LNFT)

10,380

11,120

22,240

63401-0400 i l/):j a:: l.lJ

�6 I- a::< CQ l.lJ '

� CQ

l.lJ l.lJ :::,. 0..

ti: �

(LNFT)

63401-0300

'u?

CJ) I-

� :i:

a:: a � '.:J I- 0

< CJ)

l.lJ '

� CQ

l.lJ l.lJ :::,. 0..

ti: �

(LNFT)

6,070

6,070

12,332

24,664

REMARKS

Shelter Road

WestEnd Tent and Trailer Campground

Easy Street

Poverty Ridge Road

Austin Lane

PROJECT

MT FLAP VALLEY 20(1)

SHEET

NUMBER

J.3