CA_FTNP_DEVA_500(1)_Artists_Drive_Plans.pdf

Sheet and Description

B3 B4

Miscellaneous Summaries

Miscellaneous Summaries 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 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0140 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 350 10 360

A0160 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 362 18 380

A0180 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 145 5 150

A0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,095 30 1,125

A0220 30302-1000 DITCH RECONDITIONING LNFT 4,196 204 4,400

A0240 30401-1000 FULL DEPTH RECLAMATION, METHOD 1 MILE 4.500 0.500 5.000

A0260 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 4,347 153 4,500

A0280 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 43 2 45

A0300 40601-0000 FOG SEAL TON 16 1 17

A0320 41102-1000 PRIME COAT, METHOD 1 SQYD 39,137 863 40,000

A0340 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 472 18 490

A0360 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 305 5 310

A0380 61801-0000 CONCRETE BARRIER LNFT 1,630 70 1,700

A0400 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0420 62201-0350 BACKHOE HOUR 40

A0440 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0460 62201-2050 ROLLER HOUR 40

A0480 62201-2750 MOTOR GRADER HOUR 40

A0500 62301-0000 GENERAL LABOR HOUR 80

A0520 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

A0540 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

A0560 62304-0000 SPECIAL LABOR (ARCHEOLOGICAL SERVICES) DAY 25

A0580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 110 10 120

A0600 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 9.5 0.5 10.0

A0620 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

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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

B1FTNP DEVA 500(1)CA

SHEET

NUMBER

Sheet and Description

B3 B4

Miscellaneous Summaries

Miscellaneous Summaries ALLOWANCE Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

X0140 20420-0000 EMBANKMENT CONSTRUCTION CUYD 13 2 15

X0160 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 17 3 20

X0180 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 45 5 50

X0200 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20

X0220 62201-0350 BACKHOE HOUR 20

X0240 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

X0260 62301-0000 GENERAL LABOR HOUR 80

X0280 62304-0000 SPECIAL LABOR (ARCHEOLOGICAL SERVICES) DAY 5

X0300 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

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STATE PROJECT

B2FTNP DEVA 500(1)CA

SHEET

NUMBER

21101-1000

ROADWAY

OBLITERATION, METHOD

Remarks

SQYD

RT 350 Pullout on right

OBLITERATION SUMMARY

SCHEDULE A TOTAL

Item Number

Milepost Side

2.5

30202-2000 30401-1000 40101-5600 40105-3000 40601-0000 41102-1000 41801-1000

ROADWAY AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION,

METHOD 1

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO

<3 MILLION ESAL

ANTISTRIP

ADDITIVE, TYPE 3 FOG SEAL

PRIME

COAT,

METHOD 1

ASPHALT

CONCRETE

PAVEMENT PATCH,

TYPE 1

TON MILE TON TON TON SQYD SQYD

1082 4.4 4301 43 16 38720

13.3 0.1 46 0.2 417 Pullout on right

38 Concrete barrier location

233 Concrete barrier location

1,095 4 4,347 43 16 39,137 472

0 0 0 0 0 45

Aggregate base . . . . 139 lb/ft3 Hot asphalt concrete pavement . . . . 145.2 lb/ft3

Antistrip . . . . 1.0% by weight of mix Fog seal . . . . 0.1 gal/yd2 (240.7 gal/ton)

MP 4.26 - MP 4.31

MP 4.5 - MP 4.76

SCHEDULE A TOTAL

OPTION X TOTAL

MP 5.1

Harmony Borax Works Trail Site 6 Site 7 Site 8

Values used for estimating purposes:

Milepost to Milepost Site #

Artists Drive

MP 4.9

MP 1.5

SURFACING SUMMARY

Remarks

MP 0.0 - MP 4.4

MP 4.7

20420-0000 30302-1000

EMBANKMENT

CONSTRUCTION

DITCH

RECONDITIONING Remarks

CUYD LNFT

MP 4.0 to MP 4.1 528

MP 5.5 to MP 6.1 3168 0 4196

13 Erosion Repair 13 0

MP 5.1

OPTION X TOTAL

SHOULDERING AND DITCH SUMMARY

Harmony Borax Works Trail Sites 2 - 8

Milepost to Milepost Site #

SCHEDULE A TOTAL

Artists Drive

MP 3.2

MP 4.9

60901-2300

CURB, ASPHALT, 6-

INCH DEPTH Remarks

LNFT

RT 305 Pullout on right

ASPHALT CURB SUMMARY

1.5

SCHEDULE A TOTAL

Item Number

Milepost Side

For Info. Only in x in SQFT G20-1 Road Work Next XX Miles 36 x 18 4.5 4 18 G20-2 End Road Work 36 x 18 4.5 4 18 R11-2 Road Closed 48 x 30 38 2 76

Special 1 Road Construction 33 Miles Ahead 114 x 48 38 1 38 Special 2 Road Construction 26 Miles Ahead 114 x 48 38 1 38 Special 3 Road Construction Ahead Expect Delays 114 x 36 28.5 2 57 W20-1 Road Work Ahead 36 x 36 9 4 36 W20-1 Road Work XX FT 36 x 36 9 4 36

G20-1 Road Work Next XX Miles 36 x 18 4.5 4 18 G20-2 End Road Work 36 x 18 4.5 4 18 R11-2 Road Closed 48 x 30 4.5 2 9 W20-1 Road Work Ahead 36 x 36 4.5 4 18 W20-1 Road Work XX FT 36 x 36 4.5 4 18

SCHEDULE A TOTAL

Quantity

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

CONSTRUCTION SIGN SUMMARY

Item Number

AreaDescription Sign PanelMUTCD

Reference

OPTION X TOTAL

25101-0100 25101-0200 25101-0300 61801-0000 NO PAY

PLACED RIPRAP,

METHOD A, CLASS 1

PLACED RIPRAP,

METHOD A, CLASS 2

PLACED RIPRAP,

METHOD A, CLASS 3 CONCRETE BARRIER GEOTEXTILE Remarks

CUYD CUYD CUYD LNFT SQYD

5 13 Low Water Crossing Outlet (3'x2'x20') 5 13 Low Water Crossing Outlet (3'x2'x20')

RT 45 133 Ditch Lining (4'x2'x150') RT 45 133 Ditch Lining (4'x2'x150')

45 133 Ditch Lining (4'x2'x150')

MP 4.26 - MP 4.31 RT 51 230 404

MP 4.5 - MP 4.76 RT 311 1400 2492

362 145 0 1630 3321

17 33 25'x12'x1.5' 0 0 17 0 33

RIPRAP AND CONCRETE BARRIER SUMMARY

OPTION X TOTAL

Item Number

Milepost to Milepost Site # Side

Artists Drive

MP 3.0

Harmony Borax Works Trail Site 1

SCHEDULE A TOTAL

MP 3.6

MP 4.7

MP 4.9

MP 5.1

63401-0300 63402-0300

LNFT MILE

0.0 - 4.76 9.5

110 Pullout on right 110 9.5

Note: Apply two coats of paint.

SCHEDULE A TOTAL

Milepost to Milepost

LEFT RIGHT

25,133

LNFTLNFT

Remarks

Item Number

Edge Solid Yellow 4 inches

1.5

PAVEMENT

MARKINGS TYPE B

SOLID

PERMANENT PAVEMENT MARKINGS SUMMARY

PAVEMENT

MARKINGS TYPE B

SOLID

Edge Solid White

4 inches

25,133

63501-0000 For Info. Only For Info. Only For Info. Only

TEMPORARY TRAFFIC

CONTROL

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

Remarks

LPSM EACH SQFT MILE

ALL 4 317 9.5

ALL 4 81

TEMPORARY TRAFFIC CONTROL SUMMARY

SCHEDULE A TOTAL

Item Number

Milepost to Milepost Side

OPTION X TOTAL

U.S. CUSTOMARY DETAIL

NO SCALE

DETAIL

TRANSITIONS

PAVEMENT

K VALUE TABLE (ft/in)

DETAIL APPROVED FOR USE

(Full Depth of existing asphalt pavement)

Saw cut

APPROVED : FEBRUARY 2013

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length = Effective overlay thickness = 2 inches If the posted speed is 55 MPH Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value

NOTE :

K1

401-1

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill) d

Existing asphalt pavement

Existing base course d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length variable (See table)

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

STATE PROJECT

P

M N C

A d e v a R o a d w a y C

A D

D S h e e ts K s t4 d e ta il .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

DRAWING NO.: 143/133579

NPS PMIS NO.: 232820

CA

Artists Drive

CA FTNP DEVA 500(1)