Amendment_A004_SF30_1.8.2018.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Amendment A004 1/8/2018 aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight

DRAINAGE & EROSION CONTROL SUMMARY

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Ninole 0 116 10 1 10 60 510 0.78 0.78 0.78

Hilea 1 410 12 1 0 0 0 0.53 0.53 0.53

Project Total: 1 526 22 2 10 60 510 1.31 1.31 1.31

The quantities, locations, and skews shown here are approximate and a re subject to field adjustment. Do not order culvert pipe or appurtenances until the actual quantities are approved in the field by the CO.

Q) Geotextile shall be Class 2, Non-Woven, Type C and is incidental to Riprap cost.

� Place rolled erosion control on slopes 1(V):3(H) or steeper.

(j) Item is For Information Only (FIO) and is subsidiary to 20401-0000 ROADWAY EXCAVATION.

EQUIPMENT AND LABOR SUMMARY

DESCRIPTION ITEM NO. UNIT QUANTITY

DUMP TRUCK 8 CUBIC YARD MINIMUM CAPACITY 62201-0200 HOUR 100

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED 62201-0900 HOUR 100 CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE 62201-2850 HOUR 100

HYDRAULIC EXCAVATOR 62201-3000 HOUR 100

GENERAL LABOR 62301-0000 HOUR 180

SPECIAL LABOR, HIRED TECHNICAL SERVICES 62302-1000 HOUR 140

SPECIAL LABOR HIRED SURVEY SERVICES 62302-1100 HOUR 100

STATE PROJECT

HI

HI STP SR11(1)

ANO HI STP SR11 2

MISCELLANEOUS ITEMS SUMMARY

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North Aooroach 552+95.60 to 553+47.13 0 0 239 2 Ninole Bridqe 553+47.13 to 554+54.97 0 0 7 0 0 83 0 0

South ADDroach 554+54.97 to 557+02.62 0 0 101 2 North Aooroach 610+64.77 to 612+10.72 195 150 19 2

Hilea Bridqe 612+10.72 to 613+56.72 0 0 0 7750 188 0 0 0 South Aooroach 613+56.72 to 616+63.26 1336 1030 267 2

Project Total: 1531 1180 7 7750 188 83 626 8

NOTES:

Q) Item is for information onlv (F10) and is subsidiarv to 20803-0000 STRUCTURAL BACKFILL (SLOPE PAVING. CLASS A CONCRETE)

(2) 20803-0000 STRUCTURAL BACKFILL (SLOPE PAVING, CLASS A CONCRETE) is for slooe oavina on Ninole Bridoe. See Sheet Gl.

® For Reinforced Soil Slope Limits, see Sheet C2. For geotextile location and details, see Sheets 525.1 and 530.1.

® Item is for information only (FIO) and is subsidiary to 26101-0000 REINFORCED SOIL SLOPE (ROCK FACED)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY

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SHEET

NO.

BS

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ID

DRAINAGE,

EROSION CONTROL AND

MISCELLANEOUS SUMMARIES

Amendment A004 1/8/2018 aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Polygonal Line aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight

GENERAL NOTES {CONTINUED)

7. CONSTRUCTION NOTES:

A. See FP-14 and Special Contract Requirements.

B. The contractor shall verify all dimensions and site conditions and shall report any discrepancies in writing to the Contracting Officer (CO) before commencing work or ordering materials.

C. The contractor shall be solely responsible for the protection of adjacent properties, utilities and existing and new structures from damage due to construction.

D. The contractor shall verify the location of all utility lines and notify the respective owners before commencing with excavation, and any temporary piling or sheeting.

E. All vertical dimensions are measured plumb, unless as otherwise noted.

F. Construction joints may be relocated or additional ones added subject to the approval of the Contracting Officer (CO).

G. All exposed concrete edges shall be chamfered 3/4" x 3/4", unless as otherwise noted.

H. Class 2 rubbed surface finish shall be applied to the exposed surfaces of all new railings, wingwalls, end posts, and curbs. For wingwalls, apply rubbed surface finish a minimum of 2'-0" below finish grade.

I. Location of drilled holes shown in plans are approximate. Prior to placing holes in concrete, the contractor shall locate all reinforcing steel and adjust the location of the holes to clear all reinforcing bars. Final hole locations are subject to the approval of the CO.

J. Construction joints between separate pours shall not be feather edged. All joints shall be made square and vertical prior to pouring.

I

K. For construction joints, clean and roughen to ¼" amplitude the old surface prior to pouring new concrete.

I L. Construction joints shall be roughened to¼" amplitude.

8. FOUNDATION NOTES

A. Foundation design is based on the geotechnica/ report prepared by Hirata and Associates, "Hawaii Program of Bridge Projects, Hi/ea Bridge, Mamalahoa Highway, Route 11, Hawaii, Hawaii" dated December 15, 2015.

B. Unless otherwise indicated, refer to FP-14 and SCR'S for foundation preparation, compaction requirements, geophysical survey, probing and grouting and other requirements.

C. Unless otherwise noted, footings shall be excavated and poured neat against undisturbed ground. In case of over excavation, space between footing and ground shall be filled with concrete at the Contractor's expense and as directed by the CO. The fill concrete shall be as noted in 5{A)(3) or better.

D. For probing and grouting requirements, see SCR 208.

NO. DATE BY REVISIONS NO. DATE

REGION STATE PROJECT

SHEET

NO.

HI HI STP SRll (1) & (2) 519.2

ESTIMATE

Item No. Item Quantity Unit Notes

20304-1000 Removal of structures and obstruction LPSM LPSM -

8. FOUNDATION NOTES (Continued) FIO Removal of bridge 1 EACH {10)

E. Soils Design Parameters 20435-2000 Backfill, Granular 692 CUYD (6)

20720-0300 Reinforcement Geosynthetic, Type 3 3,086 SQYD {1) Abutment

20801-0000 Structure excavation 1,600 CUYD (1) (11) (12)

(a) Soil Bearing Pressures

Hard Basalt:

20803-0000 Structure backfill (Class A concrete) 80 CUYD {1)

Strength Limit State = 27,000 psf 55201-1500 Structure Concrete, Class State DOT (Class D) 350 CUYD (1) (4) (8) Extreme Limit State = 60,000 psf 55201-1500 Structure Concrete, Class State DOT (Class E) 274 CUYD (1) (9)

(b) Coefficient of Friction 55302-3200 Precast, prestressed concrete girder, Washington WF36G 728 LNFT (1) (2) Hard Basalt:

Strength Limit State = 0.6 55401-1000 Reinforcing steel 200,800 LB (1)

Extreme Limit State = 0.7 55401-2000 Reinforcing steel, epoxy coated 500 LB (1)

(c) Passive Earth Pressure 58401-0000 Glass Fiber Reinforced Polymer {GFRP) reinforcing bars 100 LB (1) Hard Basalt: 55601-0600 Bridge railing, concrete (with pedestrian handrail) Strength Limit State = 10,000 psf

292 LNFT (1) (3) (7)

Extreme Limit State = 20,000 psf 61707-0000 Structure Transition Railing 100 LNFT (1) (5)

(d) Lateral Stiffness of abutment backfill in longitudinal ESTIMATE NOTES:

direction = 4 ksf/inch Maximum lateral stiffness = 5 ksf (1) Contract Quantity

9. LOAD RA TING:

(2) Includes cost of concrete, reinforcing steel, gfrp, prestressing steel, inserts, plates, lifting devices, and other materials required for the manufacture or erection of the girders.

A. New governing load rating results as follows:

(3) Includes cost of all structural concrete,rebar, pedetrian handrail, anchor bolts and inserts.

Rating Distribution Load Controlling Factor Factor Effect Member (4) Includes cost of furnishing and installing weepholes.

Des·gnlHL-93 Inventory 1.36 0.607 Negative Moment Exterior Girder 1 'IHL-93 Operating 1.75 0.607 Negative Moment Exterior Girder (5) Includes cost of furnishing and installing posts, blocks, thrie and W-beam rail elements, anchor plates, and installation hardware.

(6)

(7)

(8)

(9)

(10)

(11)

(12)

BY REVISIONS DESIGNED BY DRAWN BY

E. MATSUMOTO C.TANABE

Includes cost of drain pipes, geocomposite drains, aggregate base course backfill and aggregate subbase course between wingwalls and 20'-0" behind abutment walls.

End post barrier, including curbs shall be paid for in Item no. 55601-0600.

Includes cost of diaphragms, abutment walls, abutment footings, and wingwalls.

Includes cost of bridge deck, and beams, corbels, approach slabs and sleeper slabs.

Item shown is for information only (FJO) and is subsidiary to 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS. Removal of existing bridge shall include removal of existing railings, overlay, superstructure, and substructure as shown on sheet 520.1.

Includes cost of geophysical survey. Includes cost required for probing and grouting operations based on unit price of grout. Estimated quantity based on approximate grout volumes per probe hole presented in Section 4.1.3 Probing and Grouting in Geotechnical Report and twenty four 10-foot probe holes and ten 15-foot probe holes. Voids are anticipated. Approximate grout volume may vary. {Estimated quantity - 3 CUYD).

Includes cost of GRS backfill excavation.

CHECKED BY

D. FUJIWARA

-{ MA 1

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LICENSED O.-A

PROFESSIONAL 0

'*I ENGINEER *

,S.. NO. 10156-S

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'Al;, -\.) ·c-::,· •

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

�//�·�- 4-30-18

SIGNATURE EXPIRATION DATE OF lliE UC£NSE

SCALE PROJECT TEAM LEADER

NO SCALE D. FUJIWARA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

HILEA BRIDGE

MAMALAHOA HIGHWAY, ROUTE 11

DISTRICT OF KAU, ISLAND OF HAWAII, HAWAII

STRUCTURAL GENERAL NOTES

AND QUANTITY SCHEDULE

BRIDGE DRAWING DATE DRAWING NO.

50 of 93 JULY 2017 RG3078-E

Amendment A004 1/8/2018 aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight aswaffor Highlight

REVISED Hilea Ninole Rev Sheets

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: SHERI MUEHL

1:

Remove and replace the following pages within the Plans: B1; B5; S2.2; S3.2; S8.1; S8.2; S8.3; S11.1; S19.2; S20.2; S25.1; S25.2; S25.3; S25.4; S30.1. These sheets are dated 1/8/2018. (NOTE: There are 15 pages to remove and replace)

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)