mt08601_Plans_Stamped_101818.pdf

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L

Typical Section

Plan & Profile

Approach Roads

Erosion Control Bridge Drainage Miscellaneous Retaining

Walls

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 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 420 30 450

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 600 600

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 7.7 7.7 Contract Quantity

A0200 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 42 42

A0220 20401-0000 ROADWAY EXCAVATION CUYD 21,729 21,729 Contract Quantity

A0240 20402-0000 SUBEXCAVATION CUYD 604 21 625

A0260 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(NONWOVEN) SQYD 5,103 147 5,250

A0280 20801-0000 STRUCTURE EXCAVATION CUYD 170 170 Contract Quantity

A0300 20802-0000 FOUNDATION FILL CUYD 12 12

A0320 20810-0000 SHORING AND BRACING LPSM All ALL

A0340 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 18 2 20

A0360 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 345 5 350

A0380 25120-0100 RIPRAP DITCH, METHOD A, CLASS

1 LNFT 3,093 32 3,125

A0400 25403-0000 PRECAST CONCRETE BLOCK

RETAINING WALL SQFT 6,752 648 7,400

A0420 26101-0000 REINFORCED SOIL SLOPE (TYPE 1) SQFT 2,856 144 3,000

A0440 26101-0000 REINFORCED SOIL SLOPE (TYPE 2) SQFT 7,921 329 8,250

A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 8,900 149 151 9,200

A0480 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 1,550 111 39 1,700

A0500 41201-0000 TACK COAT TON 1 1

A0520 41401-2000 CRACKS, CLEANING AND SEALING LNFT 100 100

A0540 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 58 58

MileStone: Final Date Completed: In Progress Report Date: 10/16/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-O ct

-2

:4

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1DOT 86(1)MT

SHEET

NUMBER

Typical Section

Plan & Profile

Approach Roads

Erosion Control Bridge Drainage Miscellaneous Retaining

Walls

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0560 55302-3700 PRECAST, PRESTRESSED CONCRETE Contract Quantity

DECKED BULB TEE GIRDER LNFT 189 189

A0580 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 6,950 6,950

A0600 55601-0900 BRIDGE RAILING, STEEL LNFT 226 420 646 Contract Quantity

A0620 55901-0000 MEMBRANE WATERPROOFING SQYD 436 436 Contract Quantity

A0640 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 4 4 Contract Quantity

A0660 60201-0400 12-INCH PIPE CULVERT LNFT 18 2 20

A0680 60201-0600 18-INCH PIPE CULVERT LNFT 602 8 610

A0700 60201-0800 24-INCH PIPE CULVERT LNFT 80 4 84

A0720 60201-0900 30-INCH PIPE CULVERT LNFT 268 12 280

A0740 60201-1000 36-INCH PIPE CULVERT LNFT 54 2 56

A0760 60220-4150 12 FEET SPAN, 10 FEET RISE

PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 108 108

A0780 60403-0000 INLET EACH 3 3

A0800 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 108 108

A0820 61509-0000 DETECTABLE WARNING PANELS SQYD 5 5

A0840 61901-0000 FENCE (PEDESTRIAN RAIL) LNFT 981 981

A0860 61901-0000 FENCE (JACK LEG) LNFT 879 21 900

A0880 61921-1000 REMOVE AND RESET FENCE LNFT 353 7 360

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

A0940 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A0960 62301-0000 GENERAL LABOR HOUR 40

A0980 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 3.2 3.2

A1000 62503-0000 TURF ESTABLISHMENT (TYPE1,

HYDRAULIC METHOD) SLRY 5 5

A1020 62503-0000 TURF ESTABLISHMENT (TYPE 2,

HYDRAULIC METHOD) SLRY 21 21

A1040 63302-0000 SIGN SYSTEM SQFT 118 118

A1060 63403-0400 PAVEMENT MARKINGS, TYPE D SQFT 184 184

A1080 63403-0800 PAVEMENT MARKINGS, TYPE H SQFT 688 688

A1100 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 6 6

-O ct -2

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A M

MileStone: Final Date Completed: In Progress Report Date: 10/16/18

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SUMMARY OF QUANTITIES

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.2DOT 86(1)MT

Typical Section

Plan & Profile

Approach Roads

Erosion Control Bridge Drainage Miscellaneous Retaining

Walls

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A1120 63502-1000 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 36-INCH EACH 50 50

A1140 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 50 50

A1160 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 200 200

A1180 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 296 296

A1200 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 3,000 3,000

A1220 63601-1000 SYSTEM INSTALLATION, TRAFFIC

SIGNAL (PEDESTRIAN) LPSM All ALL

A1240 63601-2000 SYSTEM INSTALLATION, LIGHTING

(CROSSWALK) LPSM All ALL

A1260 63601-2000 SYSTEM INSTALLATION, LIGHTING

(UNDERPASS) LPSM All ALL

-O ct -2

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A M

MileStone: Final Date Completed: In Progress Report Date: 10/16/18

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SUMMARY OF QUANTITIES

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.3DOT 86(1)MT

6,026 6,026 TON

1,410 140 1,550 TON

1 1 TON

100 100 LNFT

[1] Locations will be determined by CO.

[2] See sheet C.4 for details.

[3] Based on 1.97 TON/CUYD.

SUBEXCAVATION QUANTITIES [2]

30202-2000 40301-0200

[1] 41201-0000 Tack coat 41401-2000 Cracks, cleaning and sealing

Based on 1.97 TON/CUYD Based on 1.94 TON/CUYD Based on 0.10 GAL/SQYD and 240 GAL/TON

Remarks

TYPICAL SECTION QUANTITIES

Unit

Roadway aggregate, method 2 Asphalt concrete pavement, type 2

Description Typical No. 1 TotalItem Number Typical

No. 2

1512+50 to 1513+71 68 199 282

FOOTNOTE:

Total 604 2,874 5,103

1513+98 to 1516+50 107 396 1,185

1528+85 to 1533+00 145 640

Station to Station Item 20402-0000

Subexcavation

(CUYD)

Item 30202-2000 Roadway aggregate, method 2 [3]

(TON)

Item 20701-0100 Separation-stabilization geotextile, class 1, type A (nonwoven) (SQYD)

1509+50 to 1511+00 58 264 367

1,022 1519+50 to 1528+60 226 1,375 2,247

STATE PROJECT

DOT 86(1) C.1MT

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NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

.D

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- - - � o,;g;nal ground

See t ical Existing sidewalk

Remove 5' of existing asphalt surfacing for transition

CONNECTION DETAIL

EXISTING SIDEWALK

14' max. fll Travel lane

14' max. fll Travel lane

Existing centerline

Existing guardrail f3J

STATE PROJECT

MT DOT 86(1)

SHEET

NUMBER

C.3

L o,;g;nal ground

Tack coat (between lifts)

TYPICAL SECTION NO. 3

Asphalt concrete pavement, type 1, 5-inch compacted depth, placed in two equal lifts

Roadway aggregate, method 2, 8-inch compacted depth

Subbase grading A, 20-inch compacted depth

MT 86 AT PEDESTRIAN UNDERPASS £41 £51

Sawcut and tack vertical joint

Existing asphalt surfacing

CONNECTION DETAIL

PAVED STREET OR APPROACH

'IJ

't

See t ical l.(i section

Asphalt concrete pavement, type 2, 4-inch compacted depth f5J

Existing approach surfacing

CONNECTION DETAIL

AGGREGATE APPROACH

NO SCALE

FOOTNOTE:

flJ Adjust to match existing roadway width up to maximum shown as approved.

f2J Survey MT 86 within the limits of anticipated disturbance for the installation of the 1612+92 pedestrian underpass prior to commencing work on the underpass. Reestablish roadway fill slopes, fores/opes, and crown according to Subsection 152.05A after underpass installation is complete.

f3J Remove and reset existing guardrail.

f4J All work and materials to reconstruct MT 86 as shown are incidental to item 60220-4150.

fSJ Construct typical section in all areas where the existing asphalt surfacing on MT 86 is removed for pedestrian underpass construction.

f5J See sheet E.1 for locations and quantities.

TYPICAL SECTIONS

RT

RT LT 21

RT LT 19

RT LT 78

RT LT 150

LT 145

LT 56

LT 52

LT 524

LT 198

RT 121

LT 48

RT 177

LT 326

LT 237

LT 125

LT RT 141

LT LT 375

RT 300

3,093

[1] Unadjusted quantity. Includes conserved topsoil.

[2] Based on conserved topsoil depth of 8 inches from

1506+35.24 to 1533+75, and 4 inches from 1533+75 to 1620+39.01.

[3] See sheet H.6 for details.

[4] See sheet I.9 for details.

[5] See sheet I.10 for details.

Station to Station Side

Backfill material

(CUYD)

FOR INFORMATION

ONLY

Geogrid, stabilization

(SQYD)

FOR INFORMATION

ONLLY

Total

REINFORCED SOIL SLOPE (RSS) QUANTITIES [4]

Item 26101-0000 Reinforced soil slope, type 1

(SQFT)

1,512

1,008

2,856

Item 26101-0000 Reinforced soil slope, type 2

(SQFT)

7,113 7,921

1577+00 to 1577+75 149 305 1577+75 to 1579+25

Total

Remarks

353 Reset on existing R/W line

Item 61921-1000 Remove and reset fence

(LNFT)

Station to Station Side

1601+91 to 1610+84 879 Install on new R/W line

1579+25 to 1583+00 1,410 2,528

Total

ROADWAY QUANTITIES

Station to Station

1556+50 to 1562+43.61 0.5 321 1533+75 to 1545+39.27

Total

1.5 10,131 2.5

1563+38.61 to 1575+00 0.9 1,636 245 0.2

1506+35.24 to 1515+00 498

1574+75 to 1578+25

2,307 4,533

FOOTNOTE:

7.7 21,729 17,169 4,611 3.2 5

Side Quantity

(LNFT)

1560+50 to 1560+75 1562+25 to 1562+44

1590+25 to 1590+75 1592+53 to 1597+75

1579+66 to 1580+50 1583+50 to 1585+00 1587+00 to 1588+45 1589+25 to 1589+80

1598+50 to 1600+45 1601+48 to 1602+75

1613+00 to 1616+75

1613+25 to 1616+25

1573+75 to 1576+00 396 900 1576+50 to 1577+00

0.7 404 1,527 328 0.2

0.4 3

Item 62503-0000 Turf establishment (type 1, hydraulic method)

(SLRY)

1.1

1604+00 to 1607+25 1608+25 to 1610+60 1611+00 to 1612+25 1611+25 to 1612+70

464 2,982 441 0.4

1601+55 to 1602+00 1603+50 to 1605+25

FENCE QUANTITIES

Item 61901-0000

Fence, jack leg [5]

(LNFT)

ITEM 25120-0100

RIPRAP DITCH, METHOD A,

CLASS 1 [3]

1,068

Item 62503-0000 Turf establishment (type 2, hydraulic method)

(SLRY)

1,019

Item 20401-0000 Roadway excavation

(CUYD) [1]

Embankment

(CUYD)

FOR INFORMATION

ONLY

Conserved topsoil

(CUYD) [2]

FOR INFORMATION

ONLY

Item 62406-0300 Placing conserved topsoil, 4-inch depth (ACRE)

1,196 693 0.2

Station to Station

0.5

1575+00 to 1605+00 1605+00 to 1620+39.01

8,520 8,550 1,293 1.0 497 787 0.8

1515+00 to 1533+75

Item 20101-0000 Clearing and grubbing

(ACRE)

STATE PROJECT

DOT 86(1) D.1MT

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SHEET

NUMBER

TABULATION OF PLAN AND

PROFILE QUANTITIES

GPK FILE DATED NOVEMBER 2014

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

4805m 533423.775 1580050.167 4733.760 45°42'09.42895" -111°01'15.51736" 4697.726 0.999427005 2" MDT AC 1.

14101 533494.995 1580739.244 4739.224 45°42'10.26420" -111°01'05.82624" 4703.208 0.999426652 2.5" FHWA AC

14102 533396.241 1581387.329 4746.512 45°42'09.41305" -111°00'56.66636" 4710.517 0.999426397 2.5" FHWA AC

14103 533369.703 1582064.633 4756.027 45°42'09.28034" -111°00'47.11446" 4720.052 0.999425957 2.5" FHWA AC

14104 533348.050 1582691.281 4763.325 45°42'09.18598" -111°00'38.27776" 4727.369 0.999425618 2.5" FHWA AC

14105 533340.728 1583267.859 4770.357 45°42'09.22341" -111°00'30.15054" 4734.419 0.999425278 2.5" FHWA AC

14106 533336.868 1583986.271 4779.947 45°42'09.32180" -111°00'20.02551" 4744.034 0.999424809 2.5" FHWA AC

14107 534560.459 1585683.202 4801.808 45°42'21.72506" -110°59'56.44206" 4765.930 0.999422414 2.5" FHWA AC

14108 534883.029 1586208.555 4808.981 45°42'25.00938" -110°59'49.12511" 4773.115 0.999421714 2.5" FHWA AC

14109 535206.063 1586762.991 4831.591 45°42'28.30363" -110°59'41.39816" 4795.740 0.999420277 2.5" FHWA AC

14110 535253.729 1588298.977 4891.606 45°42'29.06319" -110°59'19.76338" 4855.807 0.999417332 2.5" FHWA AC

14111 535141.619 1589543.348 4916.931 45°42'28.18940" -110°59'02.19570" 4881.177 0.999416217 2.5" FHWA AC

14112 535587.377 1591012.703 4945.156 45°42'32.86526" -110°58'41.60575" 4909.451 0.999414361 2.5" FHWA AC

A6077 535434.282 1590596.868 4942.498 45°42'31.27603" -110°58'47.42574" 4906.779 0.999414661 2" MDT AC

B6077 535099.061 1589966.112 4938.869 45°42'27.84823" -110°58'56.22608" 4903.131 0.999415208 2" MDT AC

C6077 535098.850 1589191.759 4924.077 45°42'27.70128" -110°59'07.13942" 4888.312 0.999415930 2" MDT AC

D6077 535115.626 1588710.479 4902.641 45°42'27.77674" -110°59'13.92685" 4866.859 0.999416945 2" MDT AC

E6077 535174.524 1587834.352 4868.006 45°42'28.19384" -110°59'26.29038" 4832.193 0.999418552 2" MDT AC

F6077 535175.635 1587134.292 4841.102 45°42'28.07312" -110°59'36.15702" 4805.265 0.999419848 2" MDT AC

G6077 535240.695 1589159.392 4930.590 45°42'29.09582" -110°59'07.63350" 4894.822 0.999415468 2" MDT AC

CP2A 533556.899 1584545.021 4783.738 45°42'11.60039" -111°00'12.21103" 4747.839 0.999424379 2" MDT AC

CP3A 534190.324 1585332.084 4798.057 45°42'18.00393" -111°00'01.29046" 4762.173 0.999422998 2" MDT AC

CP3X 534264.971 1585257.461 4795.041 45°42'18.72688" -111°00'02.36227" 4759.153 0.999423063 2" MDT AC

CP3Z 535297.276 1587087.475 4853.070 45°42'29.26540" -110°59'36.84954" 4817.230 0.999419148 2" MDT AC

PROJECT : Bozeman to Bridger Mountains Trail DATE OF FIELD WORK : October 2014 DATE OF FINAL ADJUSTMENT : November 2014

PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : MONTANA STATE PLANE COORDINATES (2500) NAD83

(2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : NAVD88 based on Geoid 12A

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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STATE PROJECT

D.2

SHEET

NUMBER

DOT 86(1)MT

SURVEY CONTROL

1. See sheet E.4 for approach road details.

[1] Based on 1.97 TON/CUYD.

[2] Based on 1.94 TON/CUYD.

[3] See sheet E.2.

FOOTNOTE:

1539+75 RT

Mainline Station

Item 40301-0200 Asphalt concrete pavement, type 2

(TON) [2]

1534+69 RT 10

1590+03 LT 15

1591+84 LT 17

1610+73 LT 44

Total

1533+88 RT

NOTE:

Embankment

(CUYD)

FOR INFORMATION

ONLY

APPROACH ROAD AND PARKING AREA QUANTITIES

1612+50 RT [3] 344 149

Item 30202-2000 Roadway aggregate, method 2

(TON) [1]

STATE PROJECT

DOT 86(1) E.1MT

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NUMBER

TABULATION OF APPROACH

ROAD AND PARKING AREA

QUANTITIES

LT & RT

LT & RT

RT

LT

LT

RT

LT

LT

LT

RT

LT

LT

LT

RT

LT

LT

RT

RT

LT

[1] See sheet F.5 for details.

[2] See sheet F.6 for details.

[3] For use throughout project as approved.

1562+00 to 1562+52 95

Item 15705-0100 Soil erosion control, silt fence

(LNFT) [1]

EROSION CONTROL QUANTITIES

FOOTNOTE:

Total 420

1612+66

1620+38 to 1620+43 20

1606+10 to 1607+28 1610+62

1613+11

1612+60 to 1612+80

1566+68 to 1566+88 1570+65 to 1570+85

1579+61 to 1579+81

1600+43 1602+88 to 1603+08

1590+44 to 1590+64 1592+44 to 1590+64

1579+52 to 1579+72

1582+15 to 1582+35

1563+29 to 1564+98

Station to Station Side

1575+90 to 1576+10

1588+34 to 1588+54

1506+35 to 1620+39 [3]

Item 15705-1400 Soil erosion control, fiber roll

(LNFT) [2]

STATE PROJECT

DOT 86(1) F.1MT

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NUMBER

TABULATION OF EROSION

CONTROL QUANTITIES

10.4 x 16 25101 -0200

60201 -0400

60201 -0600

60201 -0800

60201 -0900

60201 -1000

60220 -4150

60403 -0000

Station

ES

TI

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A X

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C A V A

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REMARKS

See below for numbered notes

FEET CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT EACH Lt Rt 1509+25 0.5 1 30 X/P 1512+25 0.5 3 28 X/P 1517+00 0.5 3 28 X/P 1528+74 LT, Do not disturb 1541+50 0.7 1 30 X/P

1541+96 0.9 4 22 2° RT GS [2] [6]

1545+16 Do not disturb 1556+18 RT, Do not disturb 1558+25 0.9 2 30 X/P 1564+82 RT, Do not disturb 1565+25 0.6 1 30 X/P 1566+79 RT, Do not disturb 1570+75 0.6 1 28 X/P 1576+00 0.7 1 6 18 X/P [5]

1579+60 RT, Do not disturb

1579+66 3.1 1 3 32 16° RT X/P [5]

1582+25 1.4 1 4 22 X/P [5]

1588+45 9.3 1 14 2° LT GS [2]

1588+50 LT, Do not disturb 1588+54 LT, Do not disturb 1590+03 1.0 14 44 X/P [1]

1590+45 0.4 5 34 35° LT X/P

1592+50 3.4 3 36 X/P [5]

1592+53 14.4 1 26 2° RT GS [2]

1600+98 2.8 79 102 X/P [1]

1602+97 14.0 3 40 4° RT GS [2]

1603+00 6.8 1 2 50 X/P [5]

1610+80 1.8 23 38 X/P [1]

1612+70 21.0 2044 268 2 3° LT C [3]

1612+92 7.6 1655 108 C 2 2 [4]

1613+07 2.4 34 1 C [3] [7]

1619+34 RT, Do not disturb

1620+39 0.7 9 38 34° RT X/P

PROJECT TOTAL 3854 18 18 602 80 268 54 108 3

Allowable Pipe Material

NOTE: FOOTNOTES: A Aluminum

1. Steel pipe, aluminum pipe and aluminized steel pipe culvert minimum wall thickness [1] Approach road culvert [5] Energy dissipator at outlet. AS Aluminized steel is the thickness required by the Std. 602-1 fill height table. [2] Pipe culvert extension. [6] Reuse existing end section. C Concrete

2. See Std. 602-7 for acceptable concrete cell class. [3] Construct inlets. See sheets H.3, H.5, [7] Structural excavation included in GS Galvanized steel

3. Maintain cover per manufacturers recommendations on all culverts under and E.2. 1612+92 box culvert. P Plastic live loading during construction. [4] Pedestrian underpass. See sheets H.3-H.4. (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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STATE PROJECT

H.1

SHEET

NUMBER

DOT 86(1)MT

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

LT & RT

RT

[1] See sheet H.4.

[2] See sheet H.7.

RT

Total 345

ITEM 25101-0400

PLACED RIPRAP, METHOD A, CLASS 4 [2]

Station Side Quantity

(CUYD)

1562+91 345

ITEM 55901-0000

MEMBRANE WATERPROOFING [1]

1612+92 436 Total 436

ITEM 60501-0000

STANDARD UNDERDRAIN SYSTEM [1]

FOOTNOTE:

Station Side Quantity

(SQYD)

1612+92 108 Total 108

Station Side Quantity

(LNFT)

ITEM 20303-3200

REMOVAL OF SIDEWALK, CONCRETE [2]

Station to Station Side Quantity

(SQYD)

1563+42 to 1564+02 42

1563+06 to 1564+02 12 Total 12

Total 42

ITEM 20802-0000

FOUNDATION FILL [2]

Station to Station Side Quantity

(CUYD)

STATE PROJECT

DOT 86(1) H.2MT

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NUMBER

TABULATION OF DRAINAGE

RT

RT

[1] See sheet I.2.

[2] See sheets I.3 and I.4.

[3] See sheets I.5 and I.6.

[4] See sheet I.8.

RT [5] See sheet G.13.

ITEM 55601-0900

BRIDGE RAILING, STEEL [1][5]

Station to Station Side Quantity

(LNFT)

ITEM 63601-2000

SYSTEM INSTALLATION, LIGHTING

(CROSSWALK) [2]

1544+98

Quantity

(SQYD)

2.2 2.2

Total 5

1573+50 to 1583+00 953

Total

Side

Total 1

Total 1

Station Side Quantity

(LPSM)

1612+92 1

ITEM 63601-2000

SYSTEM INSTALLATION, LIGHTING

(UNDERPASS) [3]

Station Side Quantity

(LPSM)

1544+46 1

FOOTNOTE:

1583+00 to 1587+25 420 Total 420

1587+25 to 1587+50 28

ITEM 61509-0000

DETECTABLE WARNING PANELS [4]

Station

1544+54

ITEM 61901-0000

FENCE (PEDESTRIAN RAIL) [1]

Station to Station Quantity

(LNFT)

STATE PROJECT

DOT 86(1) I.1MT

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NUMBER

TABULATION OF

MISCELLANEOUS QUANTITIES

LT 4

LT 7

LT 2 1

RT 40 10

LT 7 2

60 13

[1] Quantities for information only. Actual quantities will vary depending on the final approved wall design.

1575+00 to 1575+75

Total

8-inch perforated drain pipe

(LNFT) [1]

Granular backfill

(CUYD)

[1]

4256,752 2,182

1580+50 to 1581+00

1586+25 to 1587+00

Geotextile filter, class 2, type C

(SQYD) [1]

8-inch solid outlet pipe

(LNFT) [1]

Bedding material

(CUYD)

[1]

242 66

401 63 42

FOOTNOTE:

1583+00 to 1587+25 5,619 1,957 425 40

PRECAST CONCRETE BLOCK RETAINING WALL QUANTITIES

Side

4-inch perforated drain pipe

(LNFT) [1]

Item 25403-0000 Precast concrete block retaining wall

(SQFT)

Structural excavation

(CUYD) [1]

Location

1576+50 to 1578+00 301 56

STATE PROJECT

DOT 86(1) J.1MT

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NUMBER

TABULATION OF PRECAST

CONCRETE BLOCK RETAINING

WALL QUANTITIES

EACH

EACH

EACH

LNFT

FXHR

1 G20-1 ROAD WORK NEXT 2 MILES 36 x 18 2 9 2 G20-2 END ROAD WORK 36 x 18 2 9 3 W1-6 ONE DIRECTION LARGE ARROW 48 x 24 2 16 4 W20-1 ROAD WORK AHEAD 36 x 36 8 72 5 W20-3 ROAD CLOSED 500 FT 36 x 36 2 18 6 W20-3 ROAD CLOSED 1000 FT 36 x 36 2 18 7 W20-4 ONE LANE ROAD AHEAD 36 x 36 4 36 8 W13-1P XX MPH (ADVISORY SPEED) 24 x 24 4 16 9 W20-7 FLAGGER (SYMBOL) 36 x 36 4 36 10 W3-4 BE PREPARED TO STOP 36 x 36 4 36 11 R11-2 ROAD CLOSED 48 x 30 2 20 12 M4-9L DETOUR (LEFT) 30 x 24 1 5 13 M4-9R DETOUR (RIGHT) 30 x 24 1 5

SUMMARY OF TEMPORARY TRAFFIC CONTROL QUANTITIES

Unit

63502-1000 63502-1300

Total

Description

63502-0600 Temporary traffic control, barricade type 3

Item Number

Temporary traffic control, cone, type 36-inch Temporary traffic control, drum

300063509-1000 Temporary traffic control, flagger

Total

ITEM 63504-1000

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

Sign Number

MUTCD

Number Description Sign size

(in x in) Number of signs

Quantity

(SQFT)

63503-0400 Temporary traffic control, concrete barrier

STATE PROJECT

DOT 86(1) K.1MT

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SHEET

NUMBER

TABULATION OF TEMPORARY

TRAFFIC CONTROL

Station Side 1 R5-3 1506+35 RT No Motor Vehicles 24 x 24 1 4.00 2 W2-1 1513+04 RT Cross Road 18 x 18 1 2.25 3 W11-15 1513+70 LT Bike/Ped Symbol 30 x 30 1 6.25 LT & RT

W16-7P Arrow 24 x 12 1 2.00 4 W11-15 1513+99 RT Bike/Ped Symbol 30 x 30 1 6.25

W16-7P Arrow 24 x 12 1 2.00 5 W2-1 1514+67 LT Cross Road 18 x 18 1 2.25 6 W2-1 1527+95 RT Cross Road 18 x 18 1 2.25 7 W11-15 1528+56 LT Bike/Ped Symbol 30 x 30 1 6.25

W16-7P Arrow 24 x 12 1 2.00 8 W11-15 1528+89 RT Bike/Ped Symbol 30 x 30 1 6.25

W16-7P Arrow 24 x 12 1 2.00 9 W2-1 1529+52 LT Cross Road 18 x 18 1 2.25 10 W11-15 1541+98 LT Bike/Ped Symbol 30 x 30 1 6.25

W16-9P Ahead 24 x 12 1 2.00 11 R1-5 1543+78 LT Yield Here to Peds 36 x 36 1 9.00 12 W11-15 1544+49 LT Bike/Ped Symbol 30 x 30 2 [3]

W16-7P Arrow 24 x 12 2 [3]

13 W11-15 1545+02 RT Bike/Ped Symbol 30 x 30 2 [3]

W16-7P Arrow 24 x 12 2 [3]

14 D11-1 1545+20 RT Bike Route 24 x 18 1 3.00 M6-1 Arrow 12 x 9 1 0.75

15 D11-1 1546+00 LT Bike Route 24 x 18 1 3.00 M6-1 Arrow 12 x 9 1 0.75

16 R1-5 1546+07 RT Yield Here to Peds 36 x 36 1 9.00 17 W11-15 1547+74 RT Bike/Ped Symbol 30 x 30 1 6.25

W16-9P Ahead 24 x 12 1 2.00 18 W2-1 1599+76 RT Cross Road 18 x 18 1 2.25 19 W11-15 1600+47 LT Bike/Ped Symbol 30 x 30 1 6.25

W16-7P Arrow 24 x 12 1 2.00 20 W11-15 1601+58 RT Bike/Ped Symbol 30 x 30 1 6.25

W16-7P Arrow 24 x 12 1 2.00 21 W2-1 1602+15 LT Cross Road 18 x 18 1 2.25 22 W2-2 1611+42 RT Side Road Symbol 18 x 18 1 2.25 23 W2-2 1614+42 LT Side Road Symbol 18 x 18 1 2.25 24 R5-3 1620+43 LT No Motor Vehicles 24 x 24 1 4.00

SQFT 184

SQFT 688

[1] See sheet L.7.

[2] See sheet L.6.

[3] For information only. Included in Item 63601-1000, system installation, traffic signal (pedestrian).

TABULATION OF

PERMANENT TRAFFIC

CONTROL QUANTITIES

ITEM 63302-0000 SIGN SYSTEM

Sign

Number

MUTCD

Number

Location Description Sign size (in x in)

Number of signs

ITEM 63601-1000

SYSTEM INSTALLATION, TRAFFIC

SIGNAL (PEDESTRIAN) [2]

Station Side Quantity

(LPSM)

Quantity

(SQFT)

FOOTNOTE:

PAVEMENT MARKING QUANTITIES

Item

Number Unit Description Total

63403-0400 Pavement markings, type D (white) [1]

1544+76 1

63403-0800 Pavement markings, type H (white) [1]

Total

Total 1

DOT 86(1) L.1MT

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