Amendment_A002.pdf

NOTICE REGARDING PTA PIT INSPECTION

This project provides for using the PTA pit for the SR 200(3), Saddle Road East Side construction project. Access onto these lands is controlled. An escorted tour will be conducted to permit inspection of the PTA pit.

INSPECTION DATE: 11/23/2015

INSPECTION TIME: 8:30am HST

LOCATION: Entrance gate to the US ARMY Pohakaloa Training Area

Saddle Road Mile 36, HILO, State, HI. Zip Code, 96720

Interested parties must:

1) Send email to CFLContracts@dot.gov. Include Company Name and Names of People Who Will Attend. If you do not register you will not be allowed to attend the tour.

2) Send the above information NO LATER THAN Friday, November 20, 2015 at 3:00pm Denver time (MST). If the information arrives later than that it will not be received.

General Inspection Requirements

INSPECTIONS WILL BEGIN PROMPTLY AT THE TIME INDICATED ON THE INSPECTION

SCHEDULE; INDIVIDUALS WHO ARE NOT PRE-REGISTERED TO ATTEND OR ARRIVE

LATE WILL NOT BE PERMITTED TO INSPECT THE PIT. VEHICLE PASSES ARE REQUIRED

AND MUST BE OBTAINED PRIOR TO THE INSPECTION START TIME. USE OF FOUR-

WHEEL DRIVE VEHICLES IS STRONGLY RECOMMENDED. VEHICLES MUST STAY ON

EXISTING ROADS AND TRAILS. EACH PARTICIPATING VEHICLE MUST HAVE A 2.5 LB.

CAPACITY ABC DRY CHEMICAL FIRE EXTINGUISHER IN THE EVENT OF STARTING A

FIRE WITHIN THE INSPECTION SITES AND PTA. SITE CONDITIONS ARE VERY REMOTE

AND RUGGED, HEAVILY VEGETATED IN AREAS AND CAN BE EXTREMELY DUSTY AND

HAZARDOUS. PARTICIPANTS ARE ADVISED TO BRING SUNSCREEN, DRINKING WATER,

WORK BOOTS AND DRESS APPROPRIATELY.

NO SMOKING WILL BE PERMITTED DURING THE INSPECTIONS.

Amendment A002 11/19/15

B I D S C H E D U L E Schedule A Project No. : HI SR 200(3)

Project Name : Saddle Road East Side

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $ $

15206-0000 Line A0040 331.000 STA $ $

15210-4000 Line A0060 331.000 STA $ $

15215-1000 Line A0080 32 EACH $ $

15215-3000 Line A0100 23 EACH $ $

15215-4500 Line A0120 43 EACH $ $

15216-1000 Line A0140 331.000 STA $ $

15216-2000 Line A0160 662.000 STA $ $

15301-0000 Line A0180 ALL LPSM $ $

15401-0000 Line A0200 ALL LPSM $ $

15501-0000 Line A0220 ALL LPSM $ $

15705-0100 Line A0240 21,340 LNFT $ $

15705-1300 Line A0260 2,310 LNFT $ $

15705-1400 Line A0280 5,180 LNFT $ $

15706-0200 Line A0300 460 EACH $ $

15801-0000 Line A0320 4,000 MGAL $ $

20101-0000 Line A0340 116.0 ACRE Contract Quantity $ $

20301-1100 Line A0360 4 EACH $ $

20301-2400 Line A0380 16 EACH $ $

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, ESTABLISHMENT

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, RELOCATE CONTROL POINT

REMOVAL OF SIGN

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM(RIPRAP)

SURVEY AND STAKING, ROADWAY CROSS-SECTIONS

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GATE

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A-6

No. Quantity Unit Unit Price Amount

20302-0700 Line A0400 1,420 LNFT $ $

20302-1200 Line A0420 740 LNFT $ $

20401-0000 Line A0440 733,000 CUYD $ $

20402-0000 Line A0460 74,000 CUYD $ $

20420-0000 Line A0480 467,000 CUYD $ $

20441-0000 Line A0500 157,000 CUYD $ $

20441-0000 Line A0520 55,000 CUYD $ $

21101-1000 Line A0540 8,370 SQYD $ $

21201-0000 Line A0560 155.000 STA $ $

25101-3000 Line A0580 21,450 CUYD $ $

25110-3000 Line A0600 973 CUYD $ $

30101-0000 Line A0620 71,100 TON $ $

30110-0000 Line A0640 40 TON $ $

30608-0000 Line A0660 3,000 GAL $ $

30608-0000 Line A0680 2,000 GAL $ $

31101-0000 Line A0700 7,560 TON $ $

40201-1300 Line A0720 36,200 TON $ $

40205-3000 Line A0740 362 TON $ $

40920-1000 Line A0760 87 TON $ $

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

ROADWAY EXCAVATION

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

AGGREGATE BASE

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION(FOR QUARRY HAUL ROAD)

DUST PALLIATIVE APPLICATION(FOR PROJECT DETOURS/ROADS)

STOCKPILED AGGREGATE(1-1/2 INCH)

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A, GRADING E

WASTE(DISPOSAL ON EMBANKMENT SLOPE)

WASTE

ROADWAY OBLITERATION, METHOD 1

LINEAR GRADING

PLACED RIPRAP, CLASS 3

GROUTED RIPRAP, CLASS 3

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

11/19/2015 Page 2 of 6

A-7

No. Quantity Unit Unit Price Amount

41105-0000 Line A0780 1,553 TON $ $

60103-0220 Line A0800 4 EACH $ $

60103-0240 Line A0820 2 EACH $ $

60103-0260 Line A0840 2 EACH $ $

60201-0800 Line A0860 519 LNFT $ $

60201-1200 Line A0880 364 LNFT Contract Quantity $ $

60201-1300 Line A0900 186 LNFT $ $

60201-1400 Line A0920 208 LNFT $ $

60221-1950 Line A0940 137 LNFT $ $

60222-1200 Line A0960 307 LNFT $ $

60222-1900 Line A0980 213 LNFT $ $

60225-1722 Line A1000 196 LNFT $ $

60225-1725 Line A1020 192 LNFT $ $

60226-0000 Line A1040 12 EACH $ $

61101-0000 Line A1060 ALL LPSM Contract Quantity $ $

61701-1350 Line A1080 1,350 LNFT $ $

61702-0800 Line A1100 6 EACH $ $

61901-0200 Line A1120 3,080 LNFT $ $

61902-1400 Line A1140 3 EACH $ $

62011-0500 Line A1160 26 EACH $ $

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

54-INCH PIPE CULVERT

60-INCH PIPE CULVERT

8 FEET SPAN, 7 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE BARREL

6 FEET SPAN, 4 FEET RISE REINFORCED CONCRETE BOX CULVERT, DOUBLE BARREL

BLOTTER

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT(AND WINGWALLS)

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT(AND WINGWALLS)

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT(AND WINGWALLS)

TERMINAL SECTION TYPE TANGENT

FENCE, WOVEN WIRE, 48-INCH HEIGHT

GATE, METAL, 16 FEET WIDTH

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT(AND WINGWALLS)

8 FEET SPAN, 6 FEET RISE REINFORCED CONCRETE BOX CULVERT, DOUBLE BARREL

7 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, QUINTUPLE BARREL

7 FEET SPAN, 6 FEET RISE REINFORCED CONCRETE BOX CULVERT, QUINTUPLE BARREL

END SECTION FOR REINFORCED CONCRETE BOX CULVERT

WATER SYSTEM

GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEEL POSTS

11/19/2015 Page 3 of 6

A-8

No. Quantity Unit Unit Price Amount

62101-0000 Line A1180 47 EACH $ $

62201-0300 Line A1200 200 HOUR $ $

62201-0550 Line A1220 200 HOUR $ $

62201-1000 Line A1240 200 HOUR $ $

62201-1400 Line A1260 200 HOUR $ $

62201-2850 Line A1280 200 HOUR $ $

62201-3350 Line A1300 200 HOUR $ $

62202-1000 Line A1320 ALL LPSM $ $

62301-0000 Line A1340 300 HOUR $ $

62302-1000 Line A1360 50 HOUR $ $

62302-1100 Line A1380 150 HOUR $ $

62535-0000 Line A1400 370 GAL $ $

62901-1000 Line A1420 174,800 SQYD $ $

63301-0000 Line A1440 80 EACH $ $

63308-0000 Line A1460 100 EACH $ $

63401-0100 Line A1480 147,600 LNFT $ DELETED A001

63401-0200 Line A1500 30,300 LNFT $ DELETED A001

63401-0300 Line A1520 147,600 LNFT $ $

63401-0400 Line A1540 30,300 LNFT $ $

63405-0050 Line A1560 20 EACH $ $

63405-0100 Line A1580 20 EACH $ DELETED A001

63405-0150 Line A1600 70 EACH $ DELETED A001

63405-0300 Line A1620 2 EACH $ DELETED A001

MONUMENT

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

HERBICIDE

ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

SIGN SYSTEM

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

MATERIALS TRANSFER VEHICLE

PAVEMENT MARKINGS, TYPE A, TURN ARROW

PAVEMENT MARKINGS, TYPE A, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE A, "STOP" WORD MESSAGE

OBJECT MARKER

PAVEMENT MARKINGS, TYPE A, SOLID

PAVEMENT MARKINGS, TYPE A, BROKEN

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, TYPE B, BROKEN

PAVEMENT MARKINGS, SYMBOLS

11/19/2015 Page 4 of 6

A-9

No. Quantity Unit Unit Price Amount

63405-0500 Line A1640 20 EACH $ $

63405-0550 Line A1660 70 EACH $ $

63405-0700 Line A1680 2 EACH $ $

63501-0000 Line A1700 ALL LPSM $ $

63501-1000 Line A1720 ALL LPSM $ $

63502-0500 Line A1740 10 EACH $ $

63502-0600 Line A1760 20 EACH $ $

63502-1050 Line A1780 400 EACH $ $

63502-1300 Line A1800 20 EACH $ $

63502-1500 Line A1820 15 EACH Contract Quantity $ $

63502-1600 Line A1840 4 EACH Contract Quantity $ $

63502-1700 Line A1860 50 EACH $ $

63502-2000 Line A1880 3 EACH $ $

63503-0450 Line A1900 4,000 LNFT $ $

63503-0700 Line A1920 46,500 LNFT $ $

PAVEMENT MARKINGS, TYPE B, TURN ARROW

PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, DRUM

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A-10

No. Quantity Unit Unit Price Amount

63503-0800 Line A1940 46,500 LNFT $ $

63503-1000 Line A1960 6,000 LNFT $ $

Submitted by:

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

Schedule A Construction Cost:

Part B

Schedule A (A+B Equation)

Part A

Part A Total (Construction Cost)

Schedule A‐ Construction Cost (from bid schedule)=

11/19/2015 Page 6 of 6

A-11

E-95

HI SR 200(3)

State Route 200 – Saddle Road

Finish roadway slopes to the design lines and grades. Minor variations from the design lines and grades for slopes are permissible however; on average the as-built slopes must closely match the as-designed slopes so that the difference between the unadjusted mass-ordinates for the mainline as-built and as-designed earthworks does not exceed 3 percent of the total excavation. The unadjusted mainline mass-ordinates are computed from roadway cross-sections for the as-built earthwork and prism quantities (design lines and grades) for the as-designed earthwork. This method of evaluating slope finishing accuracy has no bearing on the measurement provisions provided in Subsection 204.17.

204.13 Disposal of Unsuitable or Excess Material. Dispose of unsuitable or excess excavation material within the project limits. Use excavated ash material to flatten embankment slopes from station 1729+00 to 1864+00 as shown on the plans and approved by the CO. Excavate bury pits in locations identified by the CO for disposal of unsuitable excavation. Do not place debris from clearing and grubbing operations in the bury pits. Cap the bury pits with at least 18 inches of suitable material. Shape and compact the waste material in its final location. Do not mix clearing or other material not subject to payment with the waste material.

204.14 Acceptance. See Table 204-1 for minimum sampling and testing requirements.

Material for roadway embankment will be evaluated under Subsections 106.02 and 106.04.

Roadway excavation, embankment, and linear grading will be evaluated under Subsections

106.02 and 106.04.

Clearing and grubbing will be evaluated under Section 201.

Measurement

204.15 Measure the Section 204 items listed in the bid schedules as follows:

(a) Roadway excavation. Measure roadway excavation for record of earthwork material movement in accordance with subsection 109.02(c)(1), cubic yard in place. Reduce measured stockpile volumes by 15 percent to approximate cubic yards in place. If measurement by cross-sections is impracticable measure according to subsection 109.02(c)(2), cubic yard in the hauling vehicle, and reduce the volume by 20 percent to approximate cubic yards in place.

(1) Include the following volumes in roadway excavation:

(a) Roadway prism excavation and approach road excavation, including borrow sites.

(b) Over excavated material (Sta. 1545+00 to 1729+00) in cut sections as described in subsections 204.06 (c).

(c) Excavation of bury pits (waste areas) for disposal of unsuitable material.

E-167

HI SR 200(3)

State Route 200 - Saddle Road

Section 554. – REINFORCING STEEL

Construction Requirements

554.07 Epoxy Coated Reinforcing Steel. Delete the fifth paragraph and substitute the following:

Field repairs will not be allowed on bars that have severely-damaged coatings. Replace bars with severely-damaged coatings. A severely-damaged coating is defined as a bar where the sum of all areas covered with patching material, including overlaps, exceeds five percent of the total surface area of the bar. This limit on repaired damage coating does not include sheared or cut ends that are coated with patching material. Coat mechanical splices after splice installation according to AASHTO M 284 for patching damaged epoxy coatings.

554.08 Placing and Fastening. Delete the first sentence of the first paragraph and substitute the following:

Place, fasten, and support the bars according to the CRSI Manual of Standard Practice. Use precast concrete blocks or metal supports.

554.09 Splices. Delete the fifth paragraph and substitute the following:

Mechanical couplers may be used in lieu of welding if approved. Use couplers with a strength that is at least 125 percent of the required yield strength of the reinforcing steel. The total slip of the reinforcing bar within the splice sleeve after loading in tension to 30.0 kips per square inch and relaxing to 3.0 kips per square inch shall not exceed 0.01 inches for bar sizes up to No. 14 as measured between gage points clear of the splice sleeve.

Section 602. - CULVERTS AND DRAINS

Material

602.01 Ad the following:

Plastic end sections are not allowed.

Allowable pipe culverts for this project include concrete, HDPE and corrugated aluminum.

602.02 Add the following:

Precast concrete units 706.07

Construction Requirements

C5 C8 C9-C10 C11-C13 C14-C15

HI HI SR 200(3) C2 C15

60201-1400 60-inch pipe culvert LNFT 198 198 208 60221-1950 8 Feet Span, 7 Feet Rise Reinforced Concrete Box Culvert, Single Barrel LNFT 130 130 137 60222-1200 6 Feet Span, 4 Feet Rise Reinforced Concrete Box Culvert, Double Barrel LNFT 292 292 307 60222-1900 8 Feet Span, 6 Feet Rise Reinforced Concrete Box Culvert, Double Barrel LNFT 202 202 213 60225-1722 7 Feet Span, 5 Feet Rise Reinforced Concrete Box Culvert, Quintuple Barrel LNFT 186 186 196 60225-1725 7 Feet Span, 6 Feet Rise Reinforced Concrete Box Culvert, Quintuple Barrel LNFT 182 182 192 60226-0000 End Section for Reinforced Concrete Box Culvert Each 12 12 12

61101 0000 W S LPSM ALL ALL

SHEET

NO.

BID

STATE

UNIT

Sheet Number and Description

ITEM DESCRIPTION Misc Summaries

SADDLE ROAD

PROJECT

Grading Summary

Permanent Sign/Pave Markings Summary

REMARKS AND/OR

DETERMINATION OF

ESTIMATED QUANTITY

Surfacing Summary PLAN

TOTAL

SHEETS

ITEM NO. Drainage Summary

ESTIMATED

QUANTITIES

61101-0000 Water System LPSM ALL ALL 61701-1350 Guardrail system G4, type 2, class B steel posts LNFT 1,350 1,350 1,350 61702-0800 Terminal section type tangent Each 6 6 6 61901-0200 Fence, woven wire, 48-inch height LNFT 2,930 2,930 3,080 61902-1400 Gate, metal, 16 feet width Each 3 3 3 62011-0500 Stone Masonry Headwall (and wingwalls) for 24-inch pipe culvert Each 26 26 26 62101-0000 Monument Each 47 47 see sht. N1 62201-0300 Dump truck, 12 cubic yard minimum capacity Hour 200 200 62201-0550 Backhoe loader, 6 cubic ft min rated capacity bucket, 24-inch width Hour 200 200 62201-1000 Wheel loader, 4 cubic yard minimum rated capacity Hour 200 200 62201-1400 Bulldozer, 250hp minimum flywheel power Hour 200 200 62201-2850 Motor grader, 12 foot minimum blade Hour 200 200 62201-3350 Hydraulic excavator, 1 cubic yard minimum capacity Hour 200 200 62202-1000 Materials transfer vehicle LPSM ALL ALL62202-1000 Materials transfer vehicle LPSM ALL ALL 62301-0000 General labor Hour 300 300 62302-1000 Special labor, hired technical services Hour 50 50 62302-1100 Special labor, hired survey services Hour 150 150 62535-0000 Herbicide Gal 350 370 62901-1000 Rolled erosion control product, type 3.B SqYd 166,382 166,382 174,800 erosion control matting 63301-0000 Sign system Each 69 69 80 63308-0000 Object marker Each 94 94 100 63401-0100 Pavement markings, type A, solid (4-inch width) LNFT 140,538 140,538 147,600 only if no option X 63401-0200 Pavement markings, type A, broken (4-inch width) LNFT 28,900 28,900 30,300 only if no option X 63405-0050 Pavement markings, symbols (yield line markings) Each 12 12 20 63405-0100 Pavement markings, type A, turn arrow Each 16 16 20 only if no option X 63405-0150 Pavement markings, type A, straight arrow Each 64 64 70 only if no option X 63405-0300 Pavement markings, type A, "STOP" word message Each 2 2 2 only if no option X

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(2 g , yp , g y p 63501-0000 Temporary traffic control (for existing Saddle connector transition) LPSM ALL ALL 63501-1000 Temporary traffic control, traffic and safety supervisor LPSM ALL ALL 63502-0500 Temporary traffic control, barricade type 2 Each 10 10 63502-0600 Temporary traffic control, barricade type 3 Each 20 20 63502-1050 Temporary traffic control, tubular marker Each 400 400 63502-1300 Temporary traffic control, drum Each 20 20 63502-1500 Temporary traffic control, warning light type A Each 15 15 63502-1600 Temporary traffic control, warning light type B Each 4 4 63502-1700 Temporary traffic control, warning light type C Each 50 50 63502-2000 Temporary traffic control, portable changeable message sign Each 3 3 63503-0450 Temporary traffic control, water-filled barrier LNFT 4,000 4,000

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.\M pr oj

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SUMMARY OF QUANTITIES

SCHEDULE A (Sheet 2 of 3)

C2 quantities of work performed and accepted or for materials furnished according to the contract.

M :\ SCHEDULE A (Sheet 2 of 3)

C5 C8 C9-C10 C11-C13 C14-C15

HI HI SR 200(3) C3 C15

63503-0700 Temporary traffic control, pavement markings LNFT 46,500 46,500 63503-0800 Temporary traffic control, pavement markings removal LNFT 46,500 46,500 63503-1000 Temporary traffic control, plastic fence LNFT 6,000 6,000 6,000 for kipuka 63504-1000 Temporary traffic control, construction sign SqFt 1,028 1,028 1,140 63506-0400 Temporary traffic control, police officer Hour 2,500 2,500 63506-0500 Temporary traffic control, flagger Hour 5,000 5,000 63507-0600 Temporary traffic control, pilot car Hour 1,600 1,600 63508 1000 T ffi l i f ffi h T 50

ITEM DESCRIPTION

BID

STATE

SADDLE ROAD

PROJECT

ESTIMATED

QUANTITIES

Grading Summary

SHEET

NO.

Misc Summaries

UNIT Drainage Summary

REMARKS AND/OR

DETERMINATION OF

ESTIMATED QUANTITY

Surfacing Summary

Permanent Sign/Pave Markings Summary

ITEM NO.

TOTAL

SHEETS

Sheet Number and Description

PLAN

63508-1000 Temporary traffic control, maintenance of traffic, pavement patch Ton 50

63401-0300 Pavement markings, type B, solid (4-inch width) LNFT 140,538 140,538 147,600 only if no option X 63401-0400 Pavement markings, type B, broken (4-inch width) LNFT 28,900 28,900 30,300 only if no option X 63405-0500 Pavement markings, type B, turn arrow Each 16 16 20 only if no option X 63405-0550 Pavement markings, type B, straight arrow Each 64 64 70 only if no option X 63405-0700 Pavement markings, type B, "STOP" word message Each 2 2 2 only if no option X

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SUMMARY OF QUANTITIES

SCHEDULE A (Sheet 3 of 3)

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

C3

M :\ SCHEDULE A (Sheet 3 of 3)quantities of work performed and accepted or for materials furnished according to the contract.

STATE

SADDLE ROAD

PROJECT

SHEET

NO.

TOTAL

SHEETS

HI HI SR 200(3) C14 C15

15705-0100 15705-1400 15706-0200 20101-0000 20302-0700 20302-1200 21101-1000 25101-3000 - 61701-1350 61702-0800

Soil Erosion Control, Silt Fence (linear feet)

Soil Erosion Control, Sediment Log

(2 of 2) (linear feet)

Soil Erosion Control, Check Dam (Riprap)

(each)

Clearing and Grubbing*

(acre)

Removal of Fence

(linear feet)

Removal of Guardrail

(linear feet)

Roadway Obliteration, Method 1 (square yard)

Placed Riprap, Class 3** (cubic yard)

Earthwork Geotextile, Type IV-E (square yard)

Guardrail System G4, Type 2, Class B w/ Steel

Posts (linear feet)

Terminal Section Type

Tangent (each)

1545+00 to 1567+00 40 84 6 0 2882 7461 1 600

Temp Traf Control, Plastic Fence (linear feet)

63503-1000

Rolled Erosion Control Product, Type 3.B

(square yard)

Item Number

MISCELLANEOUS SUMMARIES (SHEET 1 OF 2)

Station

MISCELLANEOUS SUMMARIES

62901-1000

1545+00 to 1567+00 40 84 6.0 2882 7461 1567+00 to 1589+00 32 6.4 1548 1861 5006 1589+00 to 1611+00 20 60 4.8 1181 2590 6517 1611+00 to 1633+00 80 22 4.9 38 219 567 1633+00 to 1655+00 120 42 4.8 939 1131 2928 1655+00 to 1677+00 40 5.0 20 0 0 1677+00 to 1699+00 40 7.7 196 0 0 1699+00 to 1721+00 60 68 7.8 985 2550 1721+00 to 1743+00 2,600 60 20 9.9 1622 4107 1743+00 to 1765+00 1,900 60 38 8.0 2055 5274 1765+00 to 1787+00 3,400 60 8 9.9 913 2250 1787+00 to 1809+00 2,300 40 36 11.4 2552 6356 1809+00 to 1831+00 4,100 20 6 9.9 613 946 2231 700 4 1831+00 to 1853+00 3,100 60 22 10.4 730 664 1798

1,600

31,709 32,580

4,400

19,499 17,398 26,358 30,123

1853+00 to 1864+00 1,700 60 1.6 700 401 1036 650 2

0+00 to 4+00 0.8 604

0+00 to 7+00 1,220 0.8 3448

20,320 760 438 110 1,343 700 7,974 18,820 48,078 1,350 6

* Clearing and grubbing area does not include the existing paved roadway footprint plus 5 feet on both sides ** Toe of fill slope, retention basins, slope transition, and ditch lining

Item Number 20301-2400 Item Number 20301-2400

Item Number 61902-1400 20301-1100

6,000

SIGN REMOVAL SUMMARY

8,714

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(1

SADDLE ROAD CONNECTOR

PUAINAKO STREET CONNECTOR

TOTAL 166,382

Station Removal of Signs (each) Station Removal of

Signs (each)

FENCE & GATE SUMMARY

61901-0200Item Number

1518+00 RT 1 1570+25 LT 1

1526+00 RT 1 1574+25 RT 1

1535+00 RT 1 1615+25 LT 1

1786+00 RT 1 1 1544+00 RT 1 1671+75 LT 1

1787+90 RT 1 1545+00 2 1860+75 RT 1

1818+50 RT 1 1 1553+50 RT 2

1 1557+50 LT 1

1 SUBTOTAL 9 SUBTOTAL 7

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TABULATION OF QUANTITIESThe following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

2PUAINAKO

CONNECTOR

Fence, Woven Wire, 48-inch Height (linear feet)

3 4 TOTALTOTAL

Gate, Metal, 16-ft Width

(each) Station

TOTAL

1830+50 1821+00

1818+50 - 1837+00 R 1819+50 - 1828+75 L

Removal of Gate (each)

1787+00

Station

C14

M

SHEET No. OF

U.S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

STATE

HI

PROJECT

SADDLE ROAD

S

REYEM.KECU

R

B

No.8336-C

Licensed

Professional

Engineer

HAWAII,U.S.

A.

be under my observation.

construction of this project will or under my supervision and

The work was prepared by me

Expiration Date of License

NO.

SHEET

SHEETS

TOTAL

Scale: As Noted

4/16 27

D27HI SR 200(3)

M

M p r o j/

L e n n ie

S a d d le

E a s t

-6 s h e e ts

Date: August 21, 2015

Garag e

House

House

Fence

Fence

G/A

UP#3

G/A

UP#2

G ra v e l

G r a v e l

S id e w a lk

Gate

G/A

UP#14

UP#14

Fence

Fence

G r a v e l

G r a v e l

UP#14

G/A

G/A

E le c tric

L in e

O v e rh e a d

Tree

UP#2

UP#14

UP#1

sag sa g sag

Slp -7.214% Horz L 1400.00’

Culvert No. 5 - Sta 1811+28

{ elev. - 1590.74

See Shts. S1-S4 & S9

Concrete End Treatment

1 - 8’x7’ Box Culvert

P V

C

.0

E le v

.7

L 1600.00’

G1 -7.214%

G2 -5.917%

K 1233.03

Slp -7.214% Horz L 1400.00’

Culvert No. 6 - Sta 1819+00

{ elev. - 1536.75

See Detail Sht. L21

Concrete End Treatment

1 - 48" Circular Culvert

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

1806+00

1807+00

1808+00 1809+00

1810+00 1811+00

1812+00 1813+00 1814+00 1815+00 1816+00

1817+00 1818+00

1819+0

1820+

1821+

+00

BASELINE

PAR7

P P

P up #3 up# 2 up #1 up #14 up #14 up #2

ROADWAY PLAN & PROFILE

Edge of Traveled Way

Edge of Shoulder

Existing Ground @ {

Finished Grade @ {

Existing Ground @ {

Finished Grade @ {

D20

T R

U E

N

R T

H S

C A

L E

1"

Marvin K. Arruda

TMK: 2-5-44:2

Maria Espinoza

TMK: 2-5-43:8

M A T

C H

L I N

E

S ta

1+

F o r

C o n tin u a tio n S e e

S h t.

N o

D

M A T

C H

L I N

E

S ta

F o r

C o n ti n u a ti o n

S e e

S h t.

N o

D

S ta

S ta

1+

STA 1807+00 - 1821+00

Right of Way

Right of Way

Edge of Shoulder

Edge of Traveled Way

EAST { CURVE 62 DATA

= 3.85%

= 3588.88’

= 3356.41’

= 2076.35’

= 2850.00’

= 72°09’00" e

Lc

C

T

R

{ East Alignment

1807+00 1808+00 1809+00 1810+00 1811+00 1812+00 1813+00 1814+00 1815+00 1816+00 1817+00

1818+00 1819+00 1820+00 1821+00

F o r

C o n ti n u a ti o n

S e e

S h t.

o

D

F o r

C o n ti n u a ti o n

S e e

S

D

Property Line

D20

Property Line

M A

T C

H L I N

E

M A

T C

H L I N

E

M

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.d g n

Scale: Horiz. 1"=100’

PROFILE

Vert. 1"=20’

A

51°12’53"; 136.95’

To Sta 1811+75

Tie: "PAR7"

262°30’43"; 552.64’

To Sta 1818+50

Tie: "PAR7"

112°35’23"; 44.98’

To Sta 1818+50

Tie: "BASELINE"

238°39’28"; 819.59’

To Sta 1827+00

Tie: "BASELINE"

Parcel (Typ.)

Construction

Temporary

See Sht. L5

Proposed Culvert No. 5

See Sht. L6

Proposed Culvert No. 6

265°54’34"; 591.37’

To Sta 1811+75

Tie: "CP1807+58"

Al K. Takayama

TMK: 2-5-43:7

PLAN

Scale: 1"=100’

Sta 1811+50-1812+25 R/W Offset 15’

Sta 1820+00-1821+25 R/W Offset -20’

Ernest H. Kubota

TMK: 2-5-43:9

by Others

(Relocate)

Utility Pole #1

(Relocate) by Others

Utility Pole #2

A

A

A

Waterlines See Sht. D27

Relocate Exist. Private

Property Lines

See Shts. E1, E2, & E25

Country Club Access Road

{ Sta. 1819+00

See Shts. E1, E2, & E24

Lee Access Road

{ Sta. 1818+50

See Shts. E1, E2, & E23

Left & Right

Takayama Access Roads

{ Sta. 1808+00 (Protect in Place)

Utility Pole #2

(Relocate by Others)

Utility Pole #14

(New Anchor by Others)

Utility Pole #14 & Anchor

(Relocate by Others)

Utility Pole #3 & Anchor

Utility Pole Line

Al K. Takayama

TMK: 2-5-43:25

See Shts. E1 & E2

Truck Access Road, 425’ Long 12’ Wide HELCO

Ernest H. Kubota

TMK: 2-5-43:26

See Sht. M1

R/W (Typ.)

New Fence on

Arruda Driveway

Relocate Gate for

Sta. 1818+50‘ Right

Exist. Sta. 1819+50‘ Left, Tie New Fence into with New Fence Along R/W Line within R/W and Replace

Remove Exist. Fence

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

STATE

HI

PROJECT

SADDLE ROAD

S

REYEM.KECU

R

B

No.8336-C

Licensed

Professional

Engineer

HAWAII,U.S.

A.

be under my observation.

construction of this project will or under my supervision and

The work was prepared by me

Expiration Date of License

PLAN

Scale: 1"=100’

NO.

SHEET

SHEETS

TOTAL

Scale: As Noted

4/16 27

D27HI SR 200(3)

M

M p r o j/

L e n n ie

S a d d le

E a s t

-6 s h e e ts

Date: August 21, 2015

F e n c e

Fen ce

Fence

Top Bank

Top Bank

Bottom Bank

Bottom

Bank

Garage

House

House

Fence

S id e w a lk

G a te

T p

B a n k

C u lv e r t

P ip e

Fence

U P

U P

P

P

P

P

1820+00

1821+00 1822+00

1823+00 1824+00

1825+00 1826+00 1827+00 1828+00 1829+00 1830+00

1831+00 1832+00

1833+

1834+

+00

+00

M

IN

E R

ALS

H E D up #14 up #2

P V I

.0

E le v

.0

L 1600.00’

G1 -7.214%

G2 -5.917%

K 1233.03

P V

T

.0

E le v

.6

L 1600.00’

G1 -7.214%

G2 -5.917%

K 1233.03

Slp -5.917% Horz L 2500.00’

Culvert No. 7 - Sta 1829+00

{ elev. - 1461.82

See Detail Sht. L21

Concrete End Treatment

1 - 54" Circular Culvert

ROADWAY PLAN & PROFILE

M A

T C

H L I N

E

Edge of Traveled Way

Edge of Shoulder

T R

U E

R T

H S

C A

L E

1"

M A

T C

H L I N

E

Existing Ground @ {

Finished Grade @ {

Existing Ground @ {

Finished Grade @ {

EAST { CURVE 62 DATA

= 3.85%

= 3588.88’

= 3356.41’

= 2076.35’

= 2850.00’

= 72°09’00" e

Lc

C

T

R

Marvin K. Arruda

TMK: 2-5-44:2

Jerry & Elaine Takahama

TMK: 2-5-44:9

M A T

C H

L I N

E

S ta

1+

F o r

C o n ti n u a ti o n

S e e

S h t.

N o

D

STA 1821+00 - 1835+00

Right of Way

Right of Way

Edge of Shoulder

Edge of Traveled Way

{ East Alignment

S ta

1+

1821+00 1822+00 1823+00 1824+00 1825+00 1826+00 1827+00 1828+00 1829+00 1830+00 1831+00

1832+00 1833+00 1834+00 1835+00

S ta

S ta

M A T

C H

L I N

E

F o r

C o n tin u a tio n

S e e

S h t.

N o

D

F o r

C o n ti n u a ti o n

S e e

S

D

F o r

C o n ti n u a ti o n

S e e

S

D

Property Lines

Property Lines

D21

D21 s h td

1.

d g n

Scale: Horiz. 1"=100’

PROFILE

Vert. 1"=20’

53°04’30"; 428.71’

To Sta 1827+00

Tie: "MINERALSHED"

Parcel (Typ.)

Construction

Temporary

Remove Gate

See Sht. L7

Proposed Culvert No. 7

Cesspool

Residence

Arruda

See Detail Shts. M4-M6

Sta. 1827+50 to 1831+00

Install Guardrail from

See Detail Shts. M4-M6

Sta. 1819+50 to 1823+00

Install Guardrail from

214°59’16"; 428.80’

To Sta 1835+50

Tie: "MINERALSHED"

238°39’28"; 819.59’

To Sta 1827+00

Tie: "BASELINE"

Sta 1821+25-1821+75

R/W Offset -50’

Sta 1821+75-1822+50

R/W Offset -20’

Sta 1829+38.83-1829+76.07

& (-)38.02’-0’

Sta 1828+57.08-1829+38.83

R/W Offset 0’-(-)38.02’

Existing Fence Line

Marvin K. Arruda

TMK: 2-5-44:27

Richard M. Towill

TMK: 2-5-44:26

at Sta. 1828+75‘ Left

Tie New Fence into Exist.

Fence Along R/W Line and Replace with New

Fence within R/W

Remove Exist.

See Sht. M1

R/W (Typ.)

New Fence on

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

STATE

HI

PROJECT

SADDLE ROAD

S

REYEM.KECU

R

B

No.8336-C

Licensed

Professional

Engineer

HAWAII,U.S.

A.

be under my observation.

construction of this project will or under my supervision and

The work was prepared by me

Expiration Date of License

PLAN

Scale: 1"=100’

NO.

SHEET

SHEETS

TOTAL

Scale: As Noted

4/16 27

D27HI SR 200(3)

M

M p r o j/

L e n n ie

S a d d le

E a s t

-6 s h e e ts

Date: August 21, 2015

Fen ce

F e n c e

1835+00 1836+00 1837+001837+00 1838+00 1839+00 1840+00

1841+00

1842+00 1843+00 1844+00

1845+00 1846+00 1847+00 1848+00

1849+00

P T

S ta

.2

P C S ta

.8

C P 1+

C P 1+

C P

C P

Slp -5.917% Horz L 2500.00’

Culvert No. 8 - Sta 1841+62

{ elev. - 1394.71

See Detail Sht. L21

Concrete End Treatment

1 - 48" Circular Culvert

Slp -5.917% Horz L 2500.00’

Culvert No. 9 - Sta 1847+25

{ elev. - 1347.99

See Shts. S1-S4 & S10

Concrete End Treatment

2 - 8’x6’ Box Culverts

ROADWAY PLAN & PROFILE

M A

T C

H L I N

E

Edge of Traveled Way

Edge of Shoulder

Right of Way

TRUE

NORTH

SCAL

E 1"

0’

M A

T C

H L I N

E e

Lc

C

T

R

Existing Ground @ {

Finished Grade @ {

Existing Ground @ {

Finished Grade @ {

EAST { CURVE 63 DATA

EAST { CURVE 62 DATA

M A

T C

H L I N

E

S ta

F o r

C o n ti n u a ti o n

S e e

S h t.

N o

D

M A

T C

H L I N

E

S ta

F o r

C o n ti n u a ti o n

S e e

S

D

Richard M. Towill

TMK: 2-5-44:1

Marvin K. Arruda

TMK: 2-5-44:2

S ta

S ta

STA 1835+00 - 1849+00

= 3.85%

= 3588.88’

= 3356.41’

= 2076.35’

= 2850.00’

= 72°09’00"

Right of Way

Edge of Shoulder

{ East Alignment

1835+00 1836+00 1837+00 1838+00 1839+00 1840+00 1841+00 1842+00 1843+00 1844+00 1845+00

1846+00 1847+00 1848+00 1849+00

F o r

C o n ti n u a ti o n

S e e

S

D

F o r

C o n ti n u a ti o n

S e e

S

D

D22

D22 s h td

.d g n

Scale: Horiz. 1"=100’

PROFILE

Vert. 1"=20’ e

Lc

C

T

R

= 6.20%

= 1455.14’

= 1397.23’

= 792.46’

= 1480.00’

= 56°20’00"

212°05’00" 893.61’

A

A

34°34’34"; 134.28’

PT Sta 1837+19.28

Tie: "CP1846+50" To

39°12’19"; 322.12’

PC Sta 1846+12.89

Tie: "CP1851+50" To Parcel (Typ.)

Construction

Temporary

1397.23’

240°15 ’00"

See Sht. L8

Proposed Culvert No. 8

See Sht. L9

Proposed Culvert No. 9

39°40’07"; 38.16’

To Sta 1835+50

Tie: "CP1838+00"

31°09’45"; 387.82’

To Sta 1840+50

Tie: "CP1801+64"

214°07’19"; 175.23’

PC Sta 1846+12.89

Tie: "CP1801+64" To

212°04’42"; 131.35’

PT Sta 1837+19.28

Tie: "CP1838+00" To

3356.41’

248°09 ’30"

210°22’53"; 196.66’

To Sta 1840+50

Tie: "CP1846+50"

Sta 1846+12.89-1846+50

R/W Offset 0’-45’

Sta 1844+00-1846+12.89

R/W Offset 0’-60’

Line Property

Sta 1846+12.89-1850+00

R/W Offset 60’

Sta 1846+50-1847+50

R/W Offset 45’

Sta 1847+50-1850+00

R/W Offset 45’-15’

See Shts. E1, E2, & E26

Arruda Access Road

{ Sta. 1835+50

See Shts. E1, E2, & E27

Towill Access Road

{ Sta. 1840+50

Richard M. Towill

TMK: 2-5-44:26

See Sht. M1

R/W (Typ.)

New Fence on at Sta. 1837+00‘ Right

Tie New Fence into Exist.

Fence Along R/W Line and Replace with New

Fence within R/W

Remove Exist.

Edge of Traveled Way

Scale: N.T.S.

1 1

1�"

Cap

2" SCH 40 Galv. Pipe Main Frame

3"3"

2’-0"

Cap f o r

L o c k

Cut

S lo t

LOCK HOUSING DETAILS

HINGE DETAILS

5’-0"2"

15’-8"

5’-0" 2"

1’-6"

1’-6"

SPECIAL C619-1

16’-0" (inside)

Standardized Gate Specifications

M1 M6

M1

Pay Limits

M

M p r o j/

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S a d d le

E a s t

-6 s h e e ts s h tm

1.

d g n

All pipes used are galvanized coated.

Note:

Gates are 4" shorter for hinge.

All opening in even foot.

90° Elbows

2" Weld-on

Interior Braces

1�" SCH 40

piece to brace pipe for each set.

Weld one piece to gate & one

Note:

Black Pipe

1�" Double X section of hinge nipple into each

Tap �" grease installation to fit during plate welded to top

�" Mild steel galv. pipe

6" SCH 40

Lock Shank

�" Hole for

WOVEN WIRE FENCE DETAILS

METAL GATE DETAILS &

10’-0" Max.

Existing Ground

Loose Rock/Soil

6’-6" Steel Post inin Solid Rock

5’-6" Steel Post

M in

M in

M a x

1’ -8

M in

4’-2"4’-2"

(48-INCH HEIGHT)

TYPICAL FENCE SECTION

Top Wire

1’-4"

(48-INCH HEIGHT FENCE)

IN-LINE BRACE PANEL DETAIL

TYPICAL CORNER &

Post, 8’ Typ.

2�"Brace

Brace Band, Typ.

Foundation, Typ.

Concrete

Typ.

Rail End, Typ.

Brace, 1�"

Pull Post

2�" Corner/

Woven Wire

Woven Wire

10’-0"Corner or In-Line Brace Panel

M in after installation

Weld nut to bolt

8"x�" Bolt w/ nut.

Fabric

HDOT

1’

Post

Fence of Way

Right glue), Typ.

epoxy type

(Attach w/

Ball Cap

TO RIGHT OF WAY

FENCE RELATIVE

LOCATION OF

Property

Private

SHEET No. OF

U.S DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

STATE

HI

PROJECT

SADDLE ROAD

S

REYEM.KECU

R

B

No.8336-C

Licensed

Professional

Engineer

HAWAII,U.S.

A.

be under my observation.

construction of this project will or under my supervision and

The work was prepared by me

Expiration Date of License

NO.

SHEET

SHEETS

TOTAL

4/16

HI SR 200(3)

M

M p r o j/

L e n n ie

S a d d le

E a s t

-6 s h e e ts

Date: August 21, 2015