Plans-FINAL PLANS NH 072 1 057.pdf

B E

G

IN

P R

O

JE

C T

E N

D P

R O

JE

C

TMakapuu Point

Queens Gate

Kalama Valley

Sea Life Park

Mauuwai Valley

RES.

GOVT.

U.S.

U.S.

RES.

GUARD

COAST

Kaiona Beach Park

Makapuu Beach Park

Wawamalu Beach Park

Sandy Beach Park

Halona Point

Queen's Beach

HANAUMA

BAY ROAD

Hawaii Kai Golf Course

KA

LA

N

IA

N

AO

LE

H

W Y.

Koko Head Shooting Complex

LIMITS OF PROJECT

Makai Pier

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(B

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. 2

.8

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(A H

KALANIANAOLE HW

Y.

Makapuu

Light Rd.house

FEDERAL AID PROJECTS PREVIOUSLY CONSTRUCTED

OR UNDER CONSTRUCTION

MILE POST TO MILE POST

LAYOUT PLAN

LOCATION

OF PROJECT

ISLAND OF OAHU

DISTRICT OF KOOLAUPOKO, HONOLULU

FEDERAL AID PROJECT NO. NH-072-1(057)

VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

HONOLULU, HAWAII

PLANS FOR

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

APPROVED:

HIGHWAYS ADMINISTRATOR DATE

OF1 1

H D

O T

H W

Y -D

2-

7/ ok al dt sh t.

dw g

N

SCALE IN MILES

N

04 4 8

O A H U W A H I A W A

W A I A L U A

E W A

W A

I A N

A E

H O N O L U L U

K O

O L A

U P

O K

O

KALANIANAOLE HIGHWAY RESURFACING

DHV

D

T

. . . . . . . . . . . . . . . . . DHV

D

T

ADT (2024)

ADT (2044)

1,320

ADT (2024)

ADT (2044)

7.32 12.6

GROSS LENGTH OF PROJECT. . . . . . 5.28 MILES

NET LENGTH OF PROJECT. . . . . . 5.28 MILES

DESIGN DESIGNATION

12,800 15,500

13,400 15,700

55/45 55/45

Makai Pier to Kealahou St Kealahou St to Hanauma Bay Lookout Entr

5.5 % 5.5 %

1,330

SHEET NO. DESCRIPTION

INDEX TO DRAWINGS

15 - 16

18 - 29

30 - 43

44 - 47

49 - 72

3 - 4

12 - 14

5 - 11

TITLE SHEET

STANDARD PLANS SUMMARY

GENERAL NOTES AND LEGEND

UTILITY NOTES

WATER POLLUTION &

EROSION CONTROL NOTES

TYPICAL SECTIONS & DETAILS

RECONSTRUCTION & SHOULDER WIDENING SCHEDULE

GUARDRAIL DETAILS & NOTES

ROADWAY PLANS

MAKAPUU CROSSWALK IMPROVEMENT

DRAINAGE DETAIL

CULVERT IMPROVEMENT

PAVEMENT MARKING LEGEND, DETAILS & NOTES73

PAVEMENT MARKING DETAILS

GALVANIZED SQUARE TUBE SIGN POST MOUNTING

LOW SPEED UNDIVIDED HIGHWAY WORK ZONE

SIGNING PLAN, NOTES & DETAILS

PAVEMENT MARKING & SIGNING PLANS

MID BLOCK CROSSWALK MARKING AND SIGNING

RAISED CROSSWALK PLAN

RAISED CROSSWALK DETAIL

DETOUR PLAN

TRAFFIC SIGNAL NOTES AND LEGEND

LOOP DETECTOR DETAILS

LOOP DETECTOR PLAN

CENTERLINE MILLED RUMBLE STRIP DETAIL

CENTERLINE RUMBLE STRIP SIGN DETAILS AND NOTES

BICYCLE FRIENDLY MILLED EDGELINE

RUMBLE STRIP DETAILS

77 - 90

94 - 96

Jul 22, 2026

NOTE:

STANDARD PLANS APPLICABLE TO THIS

PROJECT ARE INDICATED BY A " "

NEXT TO THE STANDARD PLAN NO.

(FOR EXAMPLE: D-07 )

TYPE B CATCH BASIN

TYPE C CATCH BASIN

CATCH BASIN SECTIONS

TYPE D1 CATCH BASIN

05/31/07 05/31/07 05/31/07

05/31/07

05/31/07

CATTLE GATE

05/31/07

05/31/07

CHAIN LINK FENCE WITH TOPRAIL 05/31/07

CHAIN LINK FENCE WITHOUT TOPRAIL

WIRE FENCE WITH METAL POSTS 05/31/07

TYPICAL DETAILS OF CURBS AND/OR GUTTERS 05/31/07

TYPICAL DETAIL OF REINFORCED CONCRETE DROP DRIVEWAY05/31/07

CENTERLINE AND REFERENCE SURVEY MONUMENTS 05/31/07

STREET SURVEY MONUMENT 05/31/07

CONCRETE SIDEWALK 05/31/07

P.C.C. BUS PAD 05/31/07

P.C.C. BUS PAD 05/31/07

P.C.C. PAVEMENT LAYOUT 05/31/07

P.C.C. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS05/31/07

P.C.C. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS05/31/07

05/31/07P.C.C. LONGITUDINAL JOINT DETAILS

05/31/07 05/31/07

P.C.C. CONNECTION TO CURBS AND GUTTERS

JOINTS

TYPE A CATCH BASIN

TYPE D CATCH BASIN

TYPE A1 CATCH BASIN

TYPE B2 CATCH BASIN

TYPE C1 CATCH BASIN

CATCH BASIN SECTION

TYPE A,B, AND C STORM DRAIN MANHOLE

TYPE D STORM DRAIN MANHOLE

TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES

TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES

CATCH BASIN AND MANHOLE CASTINGS

TYPE 1A-9 AND 1A-9P GRATED DROP INLET

TYPE 2A-9 AND 2A-9P GRATED DROP INLET

TYPE A-9 OR A-9P STEEL FRAMES

TYPE A-9 AND A-9P STEEL GRATES

TYPE 61614P AND 1211214P GRATED DROP INLET

TYPE 61616P AND 1211216P GRATED DROP INLET

TYPE 61214P GRATED DROP INLET

B-01

D-01 D-02 D-03 D-04 D-05 D-06 D-07 D-08

B-03 B-12

B-12A

D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23

H-01A H-01B H-01C H-01D H-01E H-02A H-02B H-02C H-02D H-02E H-03 H-04 H-05 H-06 H-07 H-08 H-09 H-10 H-11 H-12 H-13 H-14 H-15

BACKFILL DETAILS AT EARTH RETAINING STRUCTURES

NOTES & MISCELLANEOUS DETAILS

PRESTRESSED CONCRETE PILES & COMPRESSION SPLICE

CAN DETAILS

B-12B B-13

PILE INTERACTION DIAGRAM

PRESTRESSED CONCRETE PILE BUILD-UP DETAILS

PRESTRESSED CONCRETE PILES, PILE & COMPRESSION

SPLICE CAN DETAILS & NOTES

05/31/07

05/31/07

H-16

TYPE 1211214, 1211214P, 1211216, 1211216P STEEL

05/31/07 05/31/07

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

05/31/07

05/31/07 05/31/07

05/31/07

05/31/07

05/31/07 05/31/07

TYPE 61214 STEEL FRAMES AND GRATES

TYPE 61214P STEEL GRATES

TYPE 61614B STEEL FRAME AND GRATES

CEMENT RUBBLE MASONRY STRUCTURES

CONCRETE AND CEMENT RUBBLE MASONRY STRUCTURES

INLET/OUTLET STRUCTURE

H-17 H-18 H-19 H-20 H-21 H-22

TYPE 61614, 61614P, 61616, 61616P STEEL FRAME

AND GRATES

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

H-23 H-24 H-25 H-26 H-27 H-28 H-29 H-30

INLET/OUTLET STRUCTURE

FLARED END SECTION FOR CULVERTS

FLARED END SECTION FOR CULVERTS

CONCRETE SPILLWAY INLET

CAP COUPLING DETAILS STANDARD JOINT

REINFORCED CONCRETE COLLAR & JACKET

UNDERDRAIN CLEANOUT STEEL FRAME AND COVER

UNDERDRAIN CONNECTION TO DRAINAGE STRUCTURE

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

IRRIGATION NOTES

TREE PLANTING

TREE PLANTING

TREE TRANSPLANTING

PALM PLANTING

SHRUB PLANTING

LANDSCAPE DETAILS

LANDSCAPE DETAILS

LANDSCAPE DETAILS

LANDSCAPE DETAILS

LANDSCAPE DETAILS

PLANTING NOTES

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

IRRIGATION DETAILS

L-01 L-02 L-03 L-04 L-05 L-06 L-07 L-08 L-09 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24

08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06

08/16/06 08/16/06 08/16/06 08/16/06 08/16/06 08/16/06

08/16/06

08/16/06 08/16/06 08/16/06 08/16/06

08/16/06

REGULATORY SIGNS

TE-01 SIGN HEIGHT AND LOCATION

TE-1A SIGN INSTALLATION

TE-02A GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING

TE-02B GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING

TE-02C GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING

TE-03A GALVANIZED SQUARE TUBE SIGN POST MOUNTING

TE-03B GALVANIZED SQUARE TUBE SIGN POST MOUNTING

TE-04

TE-05 WARNING SIGNS

07/11/08 07/11/08 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 07/11/08 07/11/08

TE-06 MISCELLANEOUS SIGNS

TE-07 CONSTRUCTION SIGNS

TE-08

TE-09

TE-10

TE-11

TE-12

TE-12A

TE-13

TE-14

TE-15

TE-16

INTERSTATE ROUTE MARKER

STATE ROUTE MARKER AND AUXILIARY MARKERS

ROUTE SIGN ASSEMBLIES

STREET NAME SIGN ON MAST ARM

MISCELLANEOUS REFLECTOR MARKERS

OBJECT MARKERS

MILE POSTS

MISCELLANEOUS INTERSECTION SIGNS

BIKE ROUTE SIGN & SUPPLEMENTARY PLATES

STATE ROUTE MARKER AND BORDER DETAIL FOR

GUIDE SIGNS

07/11/08 07/11/08 07/11/08

07/11/08 07/11/08 07/11/08 07/11/08

07/11/08 07/11/08 07/11/08 07/11/08 07/11/08

TE-17A

TE-17B

TE-17C

TE-17D

TE-17E

05/31/07 05/31/07 05/31/07

TE-18A

TE-18B

TE-18C

TE-18D

TE-18E

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-19A

TE-19B

TE-19C

TE-19D

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-19E

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-19F

TE-19G

TE-19H

TE-19J

TE-19K

05/31/07

TE-19L

TE-19M

TE-20

TE-20A

TE-20B

CANTILEVER OVERHEAD SIGN ELEVATION & DETAILS 05/31/07

CANTILEVER SIGN FRAME DETAIL AND SECTION

CANTILEVER SIGN FRAME DETAIL

CANTILEVER SIGN FRAME SECTION

05/31/07

CANTILEVER SIGN FRAME DETAILS

TWO POST SIGN FRAMING PLAN SECTION

TWO POST SIGN FRAMING SECTIONS AND DETAILS

TWO POST OVERHEAD SIGN FRAME ELEVATIONS

TWO POST SIGN FRAME DETAILS

TWO POST SIGN FRAME DETAILS

OVERHEAD SIGN FRAMING SCHEDULE

SIGN POST DRILLED SHAFT FOUNDATION

SPREAD FOOTING

SIGN FRAME FOUNDATION SCHEDULE

TE-19D.1 SIGN FRAME FOUNDATION SCHEDULE

SIGN FRAME FOUNDATION SCHEDULE

SIGN FRAME FOUNDATION SCHEDULE

SIGN FRAME FOUNDATION SCHEDULE

SIGN FRAME FOUNDATION SCHEDULE

TE-19D.2

TE-19D.3

TE-19D.4

TE-19D.5

ANCHORAGE DETAILS

ANCHORAGE DETAILS

LUMINAIRE WALKWAY SUPPORT

MISCELLANEOUS SIGN DETAILS

MISCELLANEOUS SIGN DETAILS

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-20C

TE-21A

05/31/07 05/31/07

MISCELLANEOUS SIGN FRAME DETAILS

FIXED MESSAGE LUMINAIRE SUPPORT

MISCELLANEOUS SIGN FRAME DETAILS

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN

SIGN BREAKAWAY MOUNTS

TE-22

TE-23

TE-24

TE-25

TE-26

TE-27

TE-28

TE-28A

TE-29

TE-30

TE-31

GUIDE SIGNS LUMINAIRE MOUNTINGS

05/31/07

05/31/07

05/31/07 07/11/08 07/11/08 07/11/08 07/11/08 07/11/08 07/11/08 07/11/08

TE-21B SIGN BREAKAWAY MOUNTS

LAMINATED ALUMINUM SIGN PANELS (OVERHEAD)

LAMINATED ALUMINUM SIGN PANELS (GROUND MOUNTED)

SOLID ALUMINUM EXTRUDED SIGN PANEL AND

ACCESSORY DETAILS

07/11/08

RAISED PAVEMENT MARKERS AND STRIPING

RAISED PAVEMENT MARKERS AND STRIPING

ENTRANCE AND EXIT PAVEMENT MARKINGS

PAVEMENT ARROWS AND SYMBOLS

MISCELLANEOUS PAVEMENT MARKINGS

PAVEMENT ALPHABETS, NUMBERS & SYMBOLS

PAVEMENT ALPHABETS, NUMBERS & SYMBOLS

TE-32

TE-33

TE-34

TYPE II TRAFFIC SIGNAL STANDARD

07/11/08

TE-35

TE-36

TE-37

TE-37A

TE-37B

05/31/07 05/31/07

TE-37C

TE-37D

TE-37E

TE-37F

TE-37G

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-37H

TE-37J

TE-38

05/31/07 05/31/07 05/31/07 05/31/07 05/31/07

TE-42

05/31/07 05/31/07 05/31/07

TE-43

TE-44

05/31/07

07/11/08 07/11/08

TRAFFIC PULLBOX COVER AND DETAILS

TE-38A.2

07/11/08

TYPE I & II TRAFFIC SIGNAL SYSTEM MISC. DETAILS

TYPE II TRAFFIC SIGNAL SYSTEM 08/16/06

TE-33A.1 05/31/07

TE-33A.2 TYPE II TRAFFIC SIGNAL STANDARD 05/31/07

LOOP DETECTOR DETAILS

LOOP DETECTORS & DUCT DETAILS

TRAFFIC SIGNAL DETAILS

PULLBOX & COVER DETAILS 07/11/08

TYPE "A" TRAFFIC PULLBOX

TYPE "A" TRAFFIC PULLBOX REINFORCING

TYPE "B" TRAFFIC PULLBOX

TYPE "B" TRAFFIC PULLBOX REINFORCING

TYPE "B" TRAFFIC PULLBOX FOUNDATION

TYPE "C" TRAFFIC PULLBOX

TYPE "C" TRAFFIC PULLBOX REINFORCING

TYPE "C" TRAFFIC PULLBOX FOUNDATION

TYPE III TRAFFIC SIGNAL STANDARD

TE-38A.1 TYPE III TRAFFIC SIGNAL STANDARD

TYPE III TRAFFIC SIGNAL STANDARD

TE-39 METAL GUARDRAIL CONNECTION TO CONCRETE BARRIER 07/11/08

TE-40 CONCRETE BARRIER TRANSITION 05/31/07

TE-40A CONCRETE BARRIER TRANSITION SECTIONS

TE-41 GUARDRAIL TYPE 4 (RIGID BARRIER)

PORTABLE CONCRETE BARRIER

PORTABLE CONCRETE BARRIER

GUARDRAIL TYPE 4 MISCELLANEOUS DETAILS

TE-46

TE-47

TE-45 BARRICADES

DELINEATION & PAVEMENT MARKINGS AT NARROW BRIDGES

HIGHWAY LIGHT STANDARD 05/31/07

07/11/08 07/11/08

FRAME AND GRATES

05/31/07

05/31/07

STANDARD PLANS SUMMARY

STANDARD

PLAN NO.

TITLE DATE

STANDARD

PLAN NO.

TITLE DATE

STANDARD

PLAN NO.

TITLE DATE

STANDARD

PLAN NO.

TITLE DATE

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

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GENERAL NOTES

24. The Contractor shall coordinate with the Honolulu Police Department Special

Duty Section to hire police officers for traffic control operations and transporting of project equipment to ensure minimal delay due to lane closures. The Contractor shall furnish a minimum of two (2) police officers for each location that requires work zone traffic control, in accordance with Special Provisions Subsection 645.03 Construction.

25. Any Survey Monuments that are disturbed shall be restored under the supervision of a licensed land surveyor registered in the State of Hawaii at no cost to the State. All survey data shall be certified by the surveyor and submitted to the Engineer.

26. The Contractor shall submit requests for detours and lane closures in accordance with Hawaii Standard Specification Subsection 645.03(F) and refer to minimum timeframes required for implementation. Once the request has been approved by the Engineer, the Contractor is required to provide a written Weekly Lane Closure Request to the Engineer at least 1-week ahead of all upcoming work.

27. The Contractor shall inform residents of ramp closure details and detours at least 2 weeks in advance.

28. The Contractor shall provide and maintain for access to and from all existing driveways, sidewalks, ADA access routes complying with 2010 ADAAG Section 206.1, side streets, and cross streets at all times. This work shall be considered incidental to various contract items and will not be paid for separately.

29. The Contractor shall verify the presence of existing aerial and underground utilities which may conflict with construction activities and shall coordinate with the utility company for temporary relocations, as necessary. All costs associated with temporary relocations shall be borne by the Contractor.

30. Refer to Special Provisions Subsection 645.03(F) for Lane Closures.

31. All work called for in the contract documents but not itemized in the proposal and all work not called for but required for the construction in the project shall be considered incidental to the various contract items.

32. Contractor shall submit a Daily Inspection Report signed by the Contractor's authorized representative daily to the Engineer and Inspector. Submittal frequency may be changed upon written request and approval from the Engineer.

33. The Contractor shall follow Hawaii Standard Specifications Subsection

105.10 -Construction Stakes, Lines and Grades.

34. The Contractor shall verify and check all dimensions and details shown in the drawing prior to the start of construction. Any discrepancy shall be immediately brought to the attention of the engineer for clarification.

9. The Contractor shall obtain a Permit to Perform Work Upon State Highways from the Oahu District Engineer, State Highways, at 727 Kakoi Street, prior to commencement of work within the State's highway right-of-way.

The Permit to Perform Work Upon State Highways may be revoked because of default in any of the following, but not limited to, conditions:

a. Work performed before or after permitted hours.

b. Failure to maintain roadway surfaces in a smooth and safe condition.

c. Failure to clean up construction debris generated from project work.

d. Failure to provide proper traffic control.

e. Failure to replace damaged pavement markings and signs.

Any revocation of the permit shall be at the Contractor's expense and no additional cost to the State and no additional contract time will be added.

10. At the end of each day's work, the Contractor shall remove all equipment and other obstructions to permit free and safe passage of public traffic.

11. The Contractor shall remove and dispose of all existing raised pavement markers and traffic tapes prior to the overlaying of Asphalt Concrete.

12. All holes, depressions and wheel ruts shall be filled and compacted with Hot Mix Asphalt Pavement, Mix No. V prior to resurfacing.

13. The existing drainage system shall be kept functional at all times during construction.

The Contractor shall furnish materials, equipment, labor, tools and incidentals necessary to maintain flow.

14. Smooth riding connections shall be constructed at all limits of resurfacing including the beginning and end of project, connecting approaches, side streets, walkways and driveways as shown on the plans and/or as directed by the Engineer.

15. The Contractor shall clean and remove any accumulation of aggregates along the roadside within 10 feet of the edge of pavement.

16. Existing facilities and/or pavement to remain which has been damaged by the Contractor shall be restored to its original condition at no cost to the State.

17. The Contractor shall be held liable for any damages incurred to the existing landscaping as a result of his operations.

18. Contractor shall dispose or deliver any removed material at no cost to the State.

19. After completion of resurfacing, the Contractor and the Engineer will test for and determine ponding areas (i.e. low spots within resurfaced area). It shall be the responsibility of the Contractor to correct and resurface and/or repair all such ponding areas. Corrective measures shall be approved by the Engineer.

20. The Contractor is to take special measures to reduce dust from cold planing operations including but not limited to use of water misters on cold planing equipment and vacuum sweepers. Use of power brooms to sweep road is not allowed if a dust nuisance is created.

21. The Contractor shall obtain a Community Noise Permit for all construction activities.

22. The vertical riding surface drop-off between adjacent surfaces shall not exceed

3-inches. This shall include differences in height between adjacent pavement surfaces, cold planed surfaces, bridge decks and new concrete slabs. If a vertical riding surface drop-off exists at the end of each day's work, the Contractor shall provide temporary transition tapers with maximum slopes of 48:1 for travel in the longitudinal direction and 6:1 for transverse movements.

23. The Contractor shall submit Site-Specific Traffic Control Plans, in accordance with Hawaii Standard Specification Section 645 to the Engineer for review and approval, prior to implementation.

1. The scope of work consists of cold planing, resurfacing, reconstruction of the weakened pavement areas, widening paved shoulders, upgrading grated inlets, upgrading and repairing existing culverts and headwalls, upgrading existing guardrails and end treatments, installation of new crosswalk, centerline and reference survey monuments, milled centerline and rumble strips, pavement markings and signage, and adjusting utility manholes.

2. The location and existence of underground utilities, manholes, monuments and other structures as shown on the plans are from the latest available data, but the accuracy is not guaranteed. The encountering of other obstacles during the course of work is possible. The Contractor shall make an independent check on the ground by probing and/or checking with the various utility companies and government agencies to verify the exact locations and depths of the existing utilities and obstructions. The Contractor shall exercise proper care excavating and cold planing in the area. Whenever connections of new utilities are shown on the plans, the Contractor shall expose the existing lines at the proposed connections to verify their locations and depths prior to excavating new lines. The Contractor shall be held liable for any damages incurred to the existing facilities and/or improvements as a result of his operations. All damaged portions shall be replaced or repaired in accordance with the standards and specifications of the affected utility company at the Contractor's expense. Refer to Hawaii Standard Specification Subsection 104.11 Utilities and Services.

3. The Contractor shall not perform any construction work during periods of heavy rainfall.

4. The Contractor shall indemnify and be solely responsible for the protection of adjacent properties, utilities and existing structures from damages due to construction. Repairing any damage shall be at the Contractor's own expense, to the satisfaction of the Engineer. Refer to Hawaii Standard Specification Subsection

107.12 Protection of Persons and Property.

5. Prior to resurfacing operations, the Contractor shall be responsible for locating, preserving and marking all utility and highway facilities that will require adjustments to the new finished pavement grade. Additionally, the Contractor shall submit to the Engineer a list of all items, including water, drainage, sewer, electrical, telephone, and cable utilities to be adjusted to the new finished grade.

6. The exact locations and limits of areas to be reconstructed and cold planed shall be determined in the field by the Contractor. The Contractor shall not begin work until the limits of work are verfied and accepted by the Engineer. The Contractor shall provide drawings showing locations including the outlines of the proposed repair areas. The total area of repairs shall be calculated and provided to the Engineer with the drawings. The Contractor shall not begin any repair until the Engineer verifies and accepts the location and size of the area to be repaired.

7. The Contractor shall notify the Department of Transportation Services Transportation Mobility Division (DTS-TMB) no less than 30 days prior to the start date of work, DTS-TMD shall review and approve the scope of work, location, and duration of any work that affects bus operations, routes or stops. Notification is required to all following phone numbers and and emails: DTS-TMD - (808) 768-8396, TheBusStop@honolulu.gov, handivan@honolulu.gov; Oahu Transit Services Bus Operations - (808) 768-9520, (808) 848-4565, John.Donovan@thebus.org, Spaio@thebus.org, FIELD-OPS-MGR@thebus.org; Oahu Transit Services Para-transit Operations - (808) 454-5006

8. The Contractor shall obtain all permits and licenses required to perform the work prior to start of work. The Contractor assumes exclusive responsiblity for identifying, acquiring and paying for all permits and licenses required to perform the work. Refer to Hawaii Standard Specifications Subsection 107.02 Permits and Licenses.

SHEET No. OF SHEETS

FED. ROAD

HAWAII HAW.

STATE FED.AID FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO. PROJ. NO.

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TRACED BY

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DESIGNED BY

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NOTE BOOK

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PLOTTED BY

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ORIGINAL PLAN

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DEPARTMENT OF TRANSPORTATION

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STATE OF HAWAII

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HIGHWAYS DIVISION

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NH-072-1(057)

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AutoCAD SHX Text June, 2025

AutoCAD SHX Text %%uKALANIANAOLE HIGHWAY RESURFACING

AutoCAD SHX Text %%uVICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

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GENERAL NOTES AND LEGEND

AutoCAD SHX Text %%uFED-AID PROJ. No.NH-072-1(057)

GENERAL NOTES (CONT.)

Existing Metal Guardrail

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ES New Edge of Shoulder

New Edge of Pavement

Existing Utility Pullbox

Existing Lighting Pullbox

Existing Traffic Sign

Existing Reflector

Existing Telephone Manhole

LEGEND

Existing Sewer Manhole

Existing Catch Basin

Existing Joint Pole Existing Power Pole

Existing Electrical Line

Existing Water Valve Box Existing Water Manhole

Existing Monument

Existing Water Meter

Existing 8" Sewer Line

Existing 12" Water Line Existing 6" Water Line

Existing 36" Drain Line Existing 30" Drain Line Existing 24" Drain Line

Existing 60" Drain Line

Existing 8" Gas Line Existing 6" Gas Line Existing 4" Gas Line Existing 2" Gas Line

Existing Gas Manhole Existing Gas Valve Box

Existing Telephone Line Existing DATS Line Existing Telephone Pole

Existing Electric Manhole

Existing Irrigation Box Existing Fire Hydrant

Existing 3" Water Line

Existing 42" Water Line

Existing Highway Lighting Standard Pullbox

Resurfacing Limits A

C

Resurfacing Limits B

Reconstruction Area

Sea Life Park:

TRAVERSE CONTROL

HAWAII ONE CALL CENTER:

Refer to Special Provisions Section 671 - Protection of Endangered Species

1. Before conduction any excavation in the public right of way or on private property, call the Hawaii One Call Center at least five (5) working days before planning to dig. Be sure to give them the address and location of the nearest cross street(s) near where digging is planned.

Call 811 toll-free 24 hours a day.

For more information, go to www.callbeforeyoudig.org

2. The Hawaii One Call Center will contact all utility companies to tone, mark or identify the location of their underground utilities for free. Mark the area where the Contractor plans to excavate in white and label all of the other utilites as listed below.

RED Electric power lines, cables, or conduits, and lighting cables.

YELLOW Gas, oil, steam, petroleum or other hazardous liquid or gaseous materials.

ORANGE Communications, cable TV, alarm or signal lines, cables, or conduits.

BLUE Water, irrigation, and slurry lines.

GREEN Sewers, storm sewer facilities or other drain lines.

WHITE Proposed excavation.

PINK Temporary survey markings.

PURPLE Reclaimed water, irrigation and slurry lines.

3. In accordance with Hawaii State Law Section 269E-7, the Hawaii One Call Center (HOCC) shall provide an inquiry identification number and utility marks shall remain valid for not more than twenty-eight (28) calendar days from the date of issuance and after that date shall require the Contractor to submit a new request for HOCC revalidation. The Contractor shall provide all inquiry identification numbers for each location request to the Engineer.

HISTORICAL & ARCHAEOLOGICAL (SECTION 106) NOTES

ENDANGERED SPECIES (SECTION 7) NOTES

35. The Contractor shall provide quality control of work. The Contractor shall submit copies of all measurements and test results to the Engineer.

36. Dressing of shoulder, sidewalk, bus turnout and backfilling on fill slopes shall consist of clearing and grubbing, grading, reshaping and compacting the unpaved shoulders and fill slopes with suitable material as shown on the plans and/or as directed by the Engineer. This work shall be considered incidental to the various contract items.

37. Drilling of holes shall be considered incidental to the various Guardrail items and will not be paid for separately.

38. The exact location and limits of guardrail improvements shall be determined in the field by the Engineer.

39. Any unfinished shoulder widening, metal railings, guardrails, and median drainage work shall not be left unshielded at the end of the work day. Refer to State Standard Plans for more information. The contractor shall develop a Traffic Control Plan to include all necessary Traffic Control devices and shall be approved by the Engineer. All work mentioned above including furnishing, installing, and maintaining traffic control device shall be considered incidental to Contract Item No. 645.0100 -Traffic Control and shall not be paid for separately.

40. No section where guardrails have been removed shall be left unshielded and exposed to traffic. Open sections shall be shielded with portable physical barriers. Furnishing, installing, and maintaining physical barriers shall be considered incidental to the various contract items.

1. The Wawamalu Stream Bridge and the Ihiihilaukaea Stream Bridge are historic properties within the project limits.

2. Work on the Wawamalu Stream Bridge shall be limited to resurfacing the top layer AC overlay, widening the AC paved shoulder up to the concrete curb and replacing existing guardrail.

3. Work on the Ihiihilauakea Stream Bridge shall be limited to resurfacing the top layer AC overlay, installing curb under the thrie beam, and replacing existing guardrail.

4. No alterations shall be done to the existing historic bridges or railings.

1. All utility boxes, (regardless if they are not identified on the plan) including any valve height adjustments, shall be adjusted or replaced by the contractor, to the satisfaction of the appropriate utility agency or company.

2. The Contractor, at their own expense, shall keep the project and its surrounding areas free from dust nuisance. The work shall be in conformance with the air pollution standards and regulations of the State Department of Health. The City & County may require supplementary measures as necessary.

3. Prior to the start of construction work, the contractor shall hire a licensed professional land surveyor, to reference all street monuments that may be affected by the contractor's operations. This surveyor will be responsible for the re-establishment and certification of the street monuments at the end of construction.

4. The contractor shall locate and preserve the control points, any points that are affected by the inprovements shall be properly referenced and then re-established at the contractor's expense, to the satisfaction of the state.

5. The contractor shall use care to preserve any boundary pins, any boundary pins that are disturbed or damaged by the contractor's activities shall be replaced and/or re-established at the contractor's expense, to the satisfaction of the state.

6. Referencing and re-establishing of control points and boundary markers shall be done by a licensed professional land surveyor.

Existing Highway Lighting Standard

Existing Storm Drain Manhole Existing Grated Drop Inlet

Existing Traffic Signal Pullbox

New MonumentMON.

The Contractor shall coordinate with Sea Life Park when nightly events would be hosted at the site to accommodate event traffic traveling to and from the site. The Contractor shall provide the following staff with emergency access to Sea Life Park:

Nicholas Yim AGM 808-286-4414 Amber Ramos Curator 818-370-1828 Dr. Annie Clift Vet 970-227-9744 Rene Featheran Operations 808-798-4890 Joseph LeDoux Maint Sup 808-630-3108 William Dozier Maint 808-351-8112 Ted Kim Night Security Officer

Existing edge of shoulder Existing edge of pavement

SHEET No. OF SHEETS

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GENERAL NOTES AND LEGEND

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FEDERAL AID PROJECT NO. NH-072-1(057)

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NH-072-1(057)

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KALANIANAOLE HIGHWAY RESURFACING

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AutoCAD SHX Text Date: June, 2025

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VICINITY OF MAKAI PIER TO VICINITY OF HANAUMA BAY ROAD

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GENERAL NOTES (CONT.)

AutoCAD SHX Text Existing Metal Guardrail

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AutoCAD SHX Text New Edge of Shoulder

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AutoCAD SHX Text Existing edge of pavement

AutoCAD SHX Text Existing Utility Pullbox

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AutoCAD SHX Text Existing Lighting Pullbox

AutoCAD SHX Text Existing Traffic Sign

AutoCAD SHX Text Existing Reflector

AutoCAD SHX Text Existing Telephone Manhole

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LEGEND

AutoCAD SHX Text Existing Sewer Manhole

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AutoCAD SHX Text Existing Electrical Line

AutoCAD SHX Text Existing Water Valve Box

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AutoCAD SHX Text Existing 36" Drain Line

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AutoCAD SHX Text Existing 24" Drain Line

AutoCAD SHX Text Existing 60" Drain Line

AutoCAD SHX Text Existing 8" Gas Line

AutoCAD SHX Text Existing 6" Gas Line

AutoCAD SHX Text Existing 4" Gas Line

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AutoCAD SHX Text Existing Gas Manhole

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AutoCAD SHX Text Lighting Standard

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AutoCAD SHX Text Sea Life Park:

AutoCAD SHX Text The Contractor shall provide the following staff with emergency access to Sea Life Park: Steven Syas (GM) 808-501-8539 808-501-8539 Amber Ramons (Curator) 818-370-1828 818-370-1828 Dr. Bethany Doescher (Vet) 808-753-7835 Rene Featheran (Ops. Manager) 808-798-4890(Ops. Manager) 808-798-4890

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TRAVERSE CONTROL

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HAWAII ONE CALL CENTER:

AutoCAD SHX Text Refer to Special Provisions Section 671 - Protection of Endangered Species

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1. Before conduction any excavation in the public right of way or on private Before conduction any excavation in the public right of way or on private property, call the Hawaii One Call Center at least five (5) working days before planning to dig. Be sure to give them the address and location of the nearest cross street(s) near where digging is planned. Call 811 toll-free 24 hours a day. For more information, go to www.callbeforeyoudig.org www.callbeforeyoudig.org 2. The Hawaii One Call Center will contact all utility companies to tone, The Hawaii One Call Center will contact all utility companies to tone, mark or identify the location of their underground utilities for free. Mark the area where the Contractor plans to excavate in white and label all of the other utilites as listed below. RED Electric power lines, cables, or conduits, and lighting cables. Electric power lines, cables, or conduits, and lighting cables. YELLOW Gas, oil, steam, petroleum or other hazardous liquid or gaseous Gas, oil, steam, petroleum or other hazardous liquid or gaseous materials. ORANGE Communications, cable TV, alarm or signal lines, cables, or Communications, cable TV, alarm or signal lines, cables, or conduits. BLUE Water, irrigation, and slurry lines. Water, irrigation, and slurry lines. GREEN Sewers, storm sewer facilities or other drain lines. Sewers, storm sewer facilities or other drain lines. WHITE Proposed excavation. Proposed excavation. PINK Temporary survey markings. Temporary survey markings. PURPLE Reclaimed water, irrigation and slurry lines. Reclaimed water, irrigation and slurry lines. 3. In accordance with Hawaii State Law Section 269E-7, the Hawaii One Call In accordance with Hawaii State Law Section 269E-7, the Hawaii One Call Center (HOCC) shall provide an inquiry identification number and utility marks shall remain valid for not more than twenty-eight (28) calendar days from the date of issuance and after that date shall require the Contractor to submit a new request for HOCC revalidation. The Contractor shall provide all inquiry identification numbers for each location request to the Engineer.

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HISTORICAL & ARCHAEOLOGICAL (SECTION 106) NOTES

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ENDANGERED SPECIES (SECTION 7) NOTES

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35. The Contractor shall provide quality control of work. The Contractor shall The Contractor shall provide quality control of work. The Contractor shall submit copies of all measurements and test results to the Engineer. 36. Dressing of shoulder, sidewalk, bus turnout and backfilling on fill slopes shall Dressing of shoulder, sidewalk, bus turnout and backfilling on fill slopes shall consist of clearing and grubbing, grading, reshaping and compacting the unpaved shoulders and fill slopes with suitable material as shown on the plans and/or as directed by the Engineer. This work shall be considered incidental to the various contract items. 37. Drilling of holes shall be considered incidental to the various Guardrail items Drilling of holes shall be considered incidental to the various Guardrail items and will not be paid for separately. 38. The exact location and limits of guardrail improvements shall be determined The exact location and limits of guardrail improvements shall be determined in the field by the Engineer. 39. Any unfinished shoulder widening, metal railings, guardrails, and median Any unfinished shoulder widening, metal railings, guardrails, and median drainage work shall not be left unshielded at the end of the work day. Refer to State Standard Plans for more information. The contractor shall develop a Traffic Control Plan to include all necessary Traffic Control devices and shall be approved by the Engineer. All work mentioned above including furnishing, installing, and maintaining traffic control device shall be considered incidental to Contract Item No. 645.0100 -Traffic Control and shall not be paid for separately. 40. No section where guardrails have been removed shall be left unshielded and No section where guardrails have been removed shall be left unshielded and exposed to traffic. Open sections shall be shielded with portable physical barriers. Furnishing, installing, and maintaining physical barriers shall be considered incidental to the various contract items.

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1. The Wawamalu Stream Bridge and the Ihiihilaukaea Stream Bridge are historic The Wawamalu Stream Bridge and the Ihiihilaukaea Stream Bridge are historic properties within the project limits. 2. Work on the Wawamalu Stream Bridge shall be limited to resurfacing the top Work on the Wawamalu Stream Bridge shall be limited to resurfacing the top layer AC overlay, widening the AC paved shoulder up to the concrete curb and replacing existing guardrail. 3. Work on the Ihiihilauakea Stream Bridge shall be limited to resurfacing the Work on the Ihiihilauakea Stream Bridge shall be limited to resurfacing the top layer AC overlay, installing curb under the thrie beam, and replacing existing guardrail. 4. No alterations shall be done to the existing historic bridges or railings.No alterations shall be done to the existing historic bridges or railings.

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1. All utility boxes, (regardless if they are not identified on the plan) including All utility boxes, (regardless if they are not identified on the plan) including any valve height adjustments, shall be adjusted or replaced by the contractor, to the satisfaction of the appropriate utility agency or company. 2. The Contractor, at their own expense, shall keep the project and its The Contractor, at their own expense, shall keep the project and its surrounding areas free from dust nuisance. The work shall be in conformance with the air pollution standards and regulations of the State Department of Health. The City & County may require supplementary measures as necessary. 3. Prior to the start of construction work, the contractor shall hire a licensed Prior to the start of construction work, the contractor shall hire a licensed professional land surveyor, to reference all street monuments that may be affected by the contractor's operations. This surveyor will be responsible for the re-establishment and certification of the street monuments at the end of construction. 4. The contractor shall locate and preserve the control points, any points that The contractor shall locate and preserve the control points, any points that are affected by the inprovements shall be properly referenced and then re-established at the contractor's expense, to the satisfaction of the state. 5. The contractor shall use care to preserve any boundary pins, any boundary The contractor shall use care to preserve any boundary pins, any boundary pins that are disturbed or damaged by the contractor's activities shall be replaced and/or re-established at the contractor's expense, to the satisfaction of the state. 6. Referencing and re-establishing of control points and boundary markers shall Referencing and re-establishing of control points and boundary markers shall be done by a licensed professional land surveyor.

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1. The Contractor shall procure and pay for all licenses and permits and shall give all notices necessary and incident to the due and lawful prosecution of the work.

2. The Contractor shall obtain an excavation permit and toning request from Hawaiian Telcom's Excavation Permit Section, located at 1177 Bishop Street, two weeks prior to the start of construction. Hours of business are 8:00 a.m. to 11:00 a.m. and 12:00 p.m. to 3:00 p.m. Monday through Friday, except holidays.

3. Prior to the excavation of the ductline, the contractor shall request Hawaiian Telcom to locate existing ductline wherever required. For underground cable locating and marking, five (5) working days advance notice is required. Three (3) working days advance notice is required for any inspection by a designated representative.

4. The locations of existing utilities are approximate only. The Contractor shall exercise extreme caution and shall maintain proper clearances whenever construction crosses or is in close proximity of Hawaiian Telcom facilities. The Contractor shall verify their locations and shall be liable for any damages to Hawaiian Telcom facilities. Any damages shall be reported immediately to Hawaiian Telcom's repair section at #611 (24 hours) or to the excavation permit section at 546-7746 (normal working hours, Monday through Friday, except holidays). As a result of his operations, adjustments to the new ductline alignment, if required, shall be made to provide the required clearances.

5. The Contractor shall take necessary precaution not to damage existing cables or ducts. A Hawaiian Telcom inspector or designated representative is required to be at any job site whenever there will be a breakage into or entry into any structure that contain Hawaiian Telcom facilities. Temporary cable and duct supports shall be provided wherever necessary.

6. The Contractor shall notify Hawaiian Telcom's inspector or designated representative a minimum of 72 hours prior to excavation, bracing, or backfilling of Hawaiian Telcom's structures or facilities.

7. All applicable construction work shall be done in accordance with the "Hawaiian Telcom Standard Specifications for Placing Telephone Systems" dated January 2007, all subsequent amendments and additions, and all other pertinent standards for telephone construction. Contractor shall familiarize his personnel by obtaining applicable specifications.

8. When excavation is adjacent to or beneath Hawaiian Telcom's existing structures or facilities, the contractor shall:

a) Sheet and/or brace the excavation to prevent slides, cave-ins, or settlements to ensure no movement to Hawaiian Telcom's structures or facilities.

b) Protect existing structures and/or facilities with beams, struts, or underpinning while excavating beneath them to ensure no movement to Hawaiian Telcom's structures or facilities.

9. The Contractor shall brace all poles or light standards near the new ductline, manhole, or handhole during his operations.

10. The Contractor shall saw-cut A.C. pavement and concrete gutter wherever new manholes, handholes, or ductlines are to be placed and shall restore to existing condition or better.

11. The Contractor shall comply with the policy adopted by the Department of Planning and Permitting, City and County of Honolulu, concerning the replacement of concrete sidewalks after excavation work.

12. The underground pipes, cables, or ductlines known to exist by the engineer from his search of records are indicated on the plans. The Contractor shall verify the locations and depths of the facilities and exercise proper care in excavating in the area.

Wherever connections of new utilities to existing utilities are shown on the plans, the Contractor shall expose the existing lines at the proposed connections to verify their locations and depths prior to excavation for the new lines.

13. Wherever connections to existing utilities are shown on the plans, the contractor shall expose the existing lines prior to excavation of the main trenches to verify their locations and depths.

14. The Contractor, at his own expense, shall keep the project and surrounding area free from dust nuisance. The cost for supplementary measures, which will be required by the City and County, shall be borne by the Contractor.

15. The Contractor shall pump all manholes dry during final inspection.

16. The Contractor shall notify Hawaiian Telcom inspector 24 hours prior to the pouring of concrete or backfilling.

17. When connecting to manhole walls, all existing reinforcing bars shall be left intact. Ducts shall be adjusted in the field in order to clear reinforcing.

18. The Contractor shall be responsible for laying out all required lines and grades and shall preserve all bench marks and working points necessary to lay out the work correctly. The new ductline shall be adjusted by the Contractor to suit the existing conditions and the details as described in the plans.

19. Minimum concrete strength shall be:

For ductline 2500 psi at 28 days

For manhole 3000 psi at 28 days or as specified in design notes

20. Bends in the duct alignment, due to changes in grade shall have a minimum radius of 25 feet. All 90 degree C-bends at a pole or at the building floor slab penetration, shall have a bend radius of ten times the diameter of the duct or greater.

21. After ductline has been completed, a mandrel with a square front not less than 12" long and having a diameter of 1/4" less than the inside diameter of the duct, shall be pulled through each duct after which a brush with stiff bristles shall be pulled through to make certain that no particles of earth, sand, or gravel have been left inside. Ducts shall be completely dry and clean.

22. All ducts and conduits shall have an 1800# polyester mule-tape (NEPTCO, WP1800P, Hawaiian Telcom Material Code No. 571154) installed throughout its entire length. All ducts shall be capped to prevent entry of foreign material during construction and at the completion of installation.

1. Unless otherwise specified, all materials and construction of water system facilities and appurtenances shall be in accordance with the STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, dated 2005, as amended, of the Hawaii Highways Division, Department of Transportation, and the City and County of Honolulu Board of Water Supply's "WATER SYSTEM

STANDARDS", DATED 2002, THE "WATER SYSTEM EXTERNAL

CORROSION CONTROL STANDARDS", VOLUME 3, DATED 2021, and all subsequent amendments and additions.

2. No deviation to the Board of Water Supply 2002 Water System Standards shall be allowed without the Manager and Chief Engineer's approval.

3. All plans approved by the Board of Water Supply are based solely on the adequacy of the water supply and/or if work is to be done on/or near the water system.

4. The Contractor shall notify BWS Capital Projects Division, Construction Section in writing one week prior to commencing construction activities.

5. The existence and location of underground utilities and structures as shown on the plans are from the latest available data, but are not guaranteed as to their accuracy or the encountering of other obstacles during the course of the work.

The Contractor shall be responsible and pay for all damages to existing utilities. The Contractor shall not assume that where no utilities are shown, that none exist.

6. The contractor shall be responsible for the protection of all waterlines during construction. The contractor shall be especially careful when excavating behind waterlines, tees, and bends wherever there is a possibility of waterline movement due to the removal of the supporting earth beyond the existing reaction blocks. The Contractor shall take whatever measures necessary to protect the waterlines, such as constructing special reaction blocks (with BWS approval) and/or modifying his construction method.

7. When a utility (gas, sewer, electrical duct line, fiber optic, drainage, etc.) crosses below a Board of Water Supply water main, the designer of record and their construction engineer shall be responsible for determining the adequate water main structural support and submit the construction method and shop drawing, stamped by a licensed engineer and reviewed and accepted by the designer of record, to the Board of Water Supply for review and approval. All work shall be at no cost to the Board of Water Supply.

8. Re-approval shall be required if this project is not under construction within a period of two (2) years.

9. Prior to any excavation, the Contractor shall verify in the field, the location of existing waterlines and appurtenances.

10. Any adjustments to the existing water system required during construction, to meet the requirements of the Board of Water Supply Standards, whether shown on the plans or not, shall be done by the Contractor at no cost to the Board of Water Supply.

11. The contractor shall adjust all manhole frames/valve boxes/meter boxes within the reconstructed/resurfaced areas. The Contractor shall be responsible for referencing these manholes/valve boxes/meter boxes to facilitate the adjustments.

12. The Contractor shall maintain 3'-0" minimum cover for all existing waterlines from new finish grade.

13. Two-way blue reflective hydrant markers Type DB shall be installed at all fire hydrant locations.

HAWAIIAN TELCOM NOTESWATER NOTES

SHEET No. OF SHEETS

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1. The contractor shall procure and pay for all licenses and permits and shall give all notices necessary and incident to the due and lawful prosecution of the work.

2. The Locations of Existing Utilities are Approximate Only. The Contractor Shall Verify their Locations and Shall Be Responsible for Any Damages to these Utilities as a Result of His Operations. Adjustments to the New Ductline Alignment, If Required, Shall Be Made to Provide the Required Clearances.

3. The Contractor Shall Brace All Poles or Light Standards Near the New…