FINAL PLANS NH 032 1 011.pdf

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STANDARD

TITLE

STANDARD

TITLE

STANDARD

PLAN NO.

DATE

PLAN NO.

DATE

PLAN NO.

B-01 NOTES & MISCELLANEOUS DETAILS 05/31 /07 H-01A TYPE A CATCH BASIN 05/31 /07 TE-09

B-03 BACKFILL DETAILS AT EARTH RETAINING STRUCTURES 05/31 /07 H-01B TYPE B CATCH BASIN 05/31/07 TE-10

B-12 PRE STRESSED CONCRETE PILES & COMPRESS ION SPLICE 05/31 /07 H-01C TYPE C CATCH BASIN 05/31/07 TE-11

CAN DETAILS H-010 TYPE D CATCH BASIN 05/31/07 TE-12

B-12A PRESTRESSED CONCRETE PILES, PILE & COMPRESSION 05/31 /07 H-01E CATCH BASIN SECTIONS 05/31/07

SPLICE CAN DETAILS & NOTES H-02A TYPE A1 CATCH BASIN 05/31/07 TE-12A

B-12B PILE INTERACTION DIAGRAM 05/31 /07 H-02B TYPE B2 CATCH BASIN 05/31/07 TE-13

B-13 PRESTRESSED CONCRETE PILE BUILD-UP DETAILS 05/31 /07 H-02C TYPE C1 CATCH BASIN 05/31/07 TE-14 •

H-02D TYPE D1 CATCH BASIN 05/31/07 TE-15

H-02E CATCH BASIN SECTION 05/31/07 TE-16 •

H-03 TYPE A,B, AND C STORM DRAIN MANHOLE 05/31/07 TE-17A

D-01 CATTLE GATE 05/31 /07 H-04 TYPE D STORM DRAIN MANHOLE 05/31/07 TE-178

D-02 CHAIN LINK FENCE WITH TOPRAIL 05/31 /07 H-05 TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES 05/31/07 TE-17C

D-03 CHAIN LINK FENCE WITHOUT TOPRAIL 05/31/07 H-06 TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES 05/31/07 TE-170

D-04 WIRE FENCE WITH METAL POSTS 05/31 /07 H-07 CATCH BASIN AND MANHOLE CASTINGS 05/31/07 TE-17E

D-05 • TYPICAL DETAILS OF CURBS AND/OR GUTTERS 05/31 /07 H-08 TYPE 1A-9 AND 1A-9P GRATED DROP INLET 05/31 /07 TE-18A

D-06 TYPICAL DETAIL OF REINFORCED CONCRETE DROP DRIVEWAY 05/31 /07 H-09 TYPE 2A-9 AND 2A-9P GRATED DROP INLET 05/31 /07 TE-18B

D-07 CENTERLINE AND REFERENCE SURVEY MONUMENTS 05/31/07 H-10 TYPE A-9 DR A-9P STEEL FRAMES 05/31 /07 TE-18C

D-08 STREET SURVEY MONUMENT 05/31 /07 H-11 TYPE A-9 AND A-9P STEEL GRATES 05/31/07 TE-18D

D-15 • CONCRETE SI DE WALK 05/31 /07 H-12 TYPE 61614P AND 1211214P GRATED DROP INLET 05/31/07 TE-18E

D-16 P.c.c. BUS PAD 05/31 /07 H-13 TYPE 61616P AND 1211216P GRATED DROP INLET 05/31/07 TE-19A

D-17 P.c.c. BUS PAD 05/31 /07 H-14 TYPE 61214P GRATED DROP INLET 05/31 /07 TE-19B

D-18 P.c.c. PAVEMENT LAYOUT 05/31 /07 H-15 TYPE 1211214, 1211214P, 1211216, 1211216P STEEL 05/31/07 TE-19C

D-19 P.c.c. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS 05/31 /07 FRAME AND GRATES TE-19D

D-20 P.c.c. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS 05/31 /07 H-16 TYPE 61614, 61614P, 61616, 61616P STEEL FRAME 05/31 /07 TE-19D.1

D-21 P.c.c. LONGITUDINAL JOINT DETAILS 05/31 /07 AND GRATES TE-19D.2

D-22 P.c.c. CONNECTION TO CURBS AND GUTTERS 05/31 /07 H-17 TYPE 61214 STEEL FRAMES AND GRATES 05/31 /07 TE-19D.3

D-23 JOINTS 05/31 /07 H-18 TYPE 61214P STEEL GRATES 05/31 /07 TE-19D.4

H-19 TYPE 61614B STEEL FRAME AND GRATES 05/31 /07 TE-19D.5

H-20 CEMENT RUBBLE MASONRY STRUCTURES 05/31 /07 TE-19E

L -01 TREE PLANT I NG 08/16/06 H-21 CONCRETE AND CEMENT RUBBLE MASONRY STRUCTURES 05/31 /07 TE-19F

L-02 TREE PLANT I NG 08/16/06 H-22 INLET /OUTLET STRUCTURE 05/31 /07 TE-19G

L -03 TREE TRANSPLANT I NG 08/16/06 H-23 I NL ET/OUTLET STRUCTURE 05/31 /07 TE-19H

L -04 PALM PLANTING 08/16/06 H-24 FLARED END SECTION FOR CULVERTS 05/31 /07 TE-19J

L -05 SHRUB PLANT I NG 08/16/06 H-25 FLARED END SECTION FOR CULVERTS 05/31 /07 TE-19K

L-06 LANDSCAPE DETAILS 08/16/06 H-26 CONCRETE SPILLWAY INLET 05/31 /07 TE-19L

L -07 LANDSCAPE DETAILS 08/16/06 H-27 CAP COUPLING DETAILS STANDARD JOINT 05/31 /07 TE-19M

L -08 LANDSCAPE DETAILS 08/16/06 H-28 RE I NFORCED CONCRETE COLLAR & JACKET 05/31 /07 TE-20

L -09 LANDSCAPE DETAILS 08/16/06 H-29 UNDERDRAIN CLEANOUT STEEL FRAME AND COVER 05/31 /07 TE-20A

L-10 LANDSCAPE DETAILS 08/16/06 H-30 UNDERDRAIN CONNECTION TO DRAINAGE STRUCTURE 05/31 /07 TE-20B

L -11 PLANT I NG NOTES 08/16/06 TE-20C

L-12 I RR I GAT I ON DETAILS 08/16/06 TE-21 A

L -13 IRRIGATION DETAILS 08/16/06 TE-21B

L -14 IRRIGATION DETAILS 08/16/06 TE-01 • SIGN HEIGHT AND LOCATION 07/11/08 TE-22

L -15 IRRIGATION DETAILS 08/16/06 TE-1 A e SIGN INSTALLATION 07/11 /08 TE-23

L-16 IRRIGATION DETAILS 08/16/06 TE-02A GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING 05/31/07 TE-24

L -17 IRRIGATION DETAILS 08/16/06 TE-02B GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING 05/31/07

L -18 IRRIGATION DETAILS 08/16/06 TE-02C GALVANIZED FLANGED CHANNEL SIGN POST MOUNTING 05/31/07 TE-25

L -19 IRRIGATION DETAILS 08/16/06 TE-03A e GAL VAN I ZED SQUARE TUBE SIGN POST MOUNT I NG 05/31 /07 TE-26

L-20 IRRIGATION DETAILS 08/16/06 TE-03B e GALVANIZED SQUARE TUBE SIGN POST MOUNTING 05/31 /07 TE-27

L -21 IRRIGATION DETAILS 08/16/06 TE-04 • REGULA TORY SIGNS 07 /11 /08 TE-28

L -22 IRRIGATION DETAILS 08/16/06 TE-05 WARNING SIGNS 07/11/08 TE-28A

L -23 IRRIGATION DETAILS 08/16/06 TE-06 MISCELLANEOUS SIGNS 07 /11 /08 TE-29

L -24 IRRIGATION NOTES 08/16/06 TE-07 • CONSTRUCTION SIGNS 07/11 /08 TE-30

TE-08 MISCELLANEOUS INTERSECTION SIGNS 07/11/08 TE-31

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TITLE

STANDARD

DATE

PLAN NO.

BI KE ROUTE SIGN & SUPPLEMENTARY PLATES 07/11/08 TE-32

INTERSTATE ROUTE MARKER 07 /11 /08 TE-33

STATE ROUTE MARKER AND AUXILIARY MARKERS 07/11/08 TE-33A. 1

STATE ROUTE MARKER AND BORDER DETAIL FOR 07/11/08 TE-33A,2

GUIDE SIGNS TE-34

ROUTE SIGN ASSEMBLIES 07/11/08 TE-35

STREET NAME SIGN ON MAST ARM 07/11/08 TE-36

Ml SCELLANEOUS REFLECTOR MARKERS 07/11/08 TE-37

OBJECT MARKERS 07/11/08 TE-37 A

Ml LE POSTS 07 /11 /08 TE-378

CANTILEVER OVERHEAD SIGN ELEVATION & DETAILS 05/31 /07 TE-37C

CANTILEVER SIGN FRAME DETAIL AND SECTION 05/31 /07 TE-370

CANTILEVER SIGN FRAME DETAIL 05/31/07 TE-37E

CANTILEVER SIGN FRAME SECTION 05/31 /07 TE-37F

CANTILEVER SIGN FRAME DETAILS 05/31 /07 TE-37G

TWO POST OVERHEAD SIGN FRAME ELEVATIONS 05/31 /07 TE-37H

TWO POST SIGN FRAMING PLAN SECTION 05/31/07 TE -3 7 J

TWO POST SIGN FRAMING SECTIONS AND DETAILS 05/31 /07 TE-38

TWO POST SIGN FRAME DETAILS 05/31 /07 TE-38A. 1

TWO POST SIGN FRAME DETAILS 05/31 /07 TE-38A.2

OVERHEAD SIGN FRAMING SCHEDULE 05/31 /07 TE-39

SIGN POST DRILLED SHAFT FOUNDATION 05/31/07 TE-40

SPREAD FOOTING 05/31 /07 TE-40A

SIGN FRAME FOUNDATION SCHEDULE 05/31 /07 TE-41

SIGN FRAME FOUNDATION SCHEDULE 05/31 /07 TE-41 A

SIGN FRAME FOUNDATION SCHEDULE 05/31 /07 TE-41 B

SIGN FRAME FOUNDATION SCHEDULE 05/31 /07 TE-41 C

SIGN FRAME FOUNDATION SCHEDULE 05/31/07 TE-410

SIGN FRAME FOUNDATION SCHEDULE 05/31 /07 TE-42

ANCHORAGE DETAILS 05/31 /07 TE-43

ANCHORAGE DETAILS 05/31/07 TE-44

MISCELLANEOUS SIGN FRAME DETAILS 05/31 /07 TE-45

LUMINAIRE WALKWAY SUPPORT 05/31/07 TE-46

FIXED MESSAGE LUMINAIRE SUPPORT 05/31 /07 TE-47

MISCELLANEOUS SIGN DETAILS 05/31/07

MISCELLANEOUS SIGN DETAILS 05/31 /07

MISCELLANEOUS SIGN FRAME DETAILS 05/31 /07

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN 05/31/07

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN 05/31/07

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN 05/31 /07

SUPPORTS FOR GROUND MOUNTED GUIDE SIGN 05/31/07

SIGN BREAKAWAY MOUNTS 05/31 /07

SIGN BREAKAWAY MOUNTS 05/31 /07

LAMINATED ALUMINUM SIGN PANELS (OVERHEAD) 05/31 /07

LAMINATED ALUMINUM SIGN PANELS (GROUND MOUNTED) 07/11/08

SOL ID ALUMINUM EXTRUDED SIGN PANEL AND 05/31 /07

ACCESSORY DETAILS

GUIDE SIGNS LUMINAIRE MOUNTINGS 05/31 /07

RAISED PAVEMENT MARKERS AND STRIPING 07/11/08

RAISED PAVEMENT MARKERS AND STRIPING 07/11/08

ENTRANCE AND EXIT PAVEMENT MARKINGS 07/11/08

MISCELLANEOUS PAVEMENT MARKINGS 07/11/08

PAVEMENT ARROWS AND SYMBOLS 07/11/08

PAVEMENT ALPHABETS, NUMBERS & SYMBOLS 07/11/08

PAVEMENT ALPHABETS, NUMBERS & SYMBOLS 07/11/08

FED. ROAD

FED. AID

FISCAL SHEET TOTAL

DIST. NO.

STATE PROJ. NO.

YEAR NO. SHEETS

HAWAII HAW. NH-032-1(011) 2025 2 19

TITLE DATE

TYPE I & 11 TRAFF IC SIGNAL SYSTEM MISC. DETAILS 05/31 /07

TYPE II TRAFFIC SIGNAL SYSTEM 08/16/06

TYPE 11 TRAFF IC SIGNAL STANDARD 05/31/07

TYPE 11 TRAFF IC SIGNAL STANDARD 05/31 /07

LOOP DETECTOR DETAILS 07/11/08

LOOP DETECTORS & DUCT DETAILS 07/11/08

TRAFFIC SIGNAL DETAILS 07/11/08

PULLBOX & COVER DETAILS 07/11/08

TYPE "A" TRAFF IC PULLBOX 05/31 /07

TYPE "A" TRAFFIC PULLBOX REINFORCING 05/31 /07

TYPE "B" TRAFF IC PULLBOX 05/31 /07

TYPE "B" TRAFFIC PULL BOX RE I NFORC I NG 05/31 /07

TYPE "B" TRAFF IC PULLBOX FOUNDATION 05/31/07

TYPE "C" TRAFF IC PULLBOX 05/31 /07

TYPE "C" TRAFFIC PULLBOX REINFORCING 05/31 /07

TYPE "C" TRAFF IC PULLBOX FOUNDATION 05/31 /07

TRAFFIC PULLBOX COVER AND DETAILS 05/31 /07

TYPE 111 TRAFFIC SIGNAL STANDARD 05/31 /07

TYPE 111 TRAFFIC SIGNAL STANDARD 05/31 /07

TYPE 111 TRAFFIC SIGNAL STANDARD 05/31 /07

METAL GUARDRAIL CONNECT I ON TO CONCRETE BARR I ER 07/11/08

CONCRETE BARRIER TRANSITION 05/31 /07

CONCRETE BARR I ER TRANSIT I ON SECTIONS 05/31 /07

GUARDRAIL TYPE 6 (RIGID BARRIER! 05/19/21

GUARDRAIL TYPE 6 (RIGID BARRIER! 05/19/21

GUARDRAIL TYPE 6G (RIGID BARRIER W/GLARE SCREEN! 05/19/21

GUARDRAIL TYPE 6G (RIGID BARRIER W/GLARE SCREEN! 05/19/21

GUARDRAIL TYPE 6 & 6G (RIGID BARRIER! 05/19/21

PORTABLE CONCRETE BARRIER 05/31/07

PORT ABLE CONCRETE BARR I ER 05/31 /07

GUARDRAIL TYPE 4 MISCELLANEOUS DETAILS 07/11/08

BARRICADES 07/11/08

DEL I NEAT I ON & PAVEMENT MARK I NGS AT NARROW BRIDGES 07/11/08

HIGHWAY LIGHT STANDARD 05/31 /07

NOTE:

STANDARD PLANS APPLICABLE TO THIS

PROJECT ARE INDICATED BY A

ff e ff

NEXT TO THE STANDARD PLAN NO.

(FOR EXAMPLE: D-07 e l

ST ATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

STANDARD PLANS SUMMARY

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street

Federal-Aid Project No. NH-032-1(011)

Date: November, 2023

SHEET No. I OF I SHEETS

GENERAL NOTES

1. The scope of work for this project consists of constructing new concrete curb and gutter, and sidewalks on the south side of Kaahumanu Avenue. The project also includes replacing and upgrading existing guardrails and end treatments to meet current standards.

2. The Contractor's attention is directed to the following Sections of the Special Provisions : Subsection 107.06 - Contractor Duty Regarding Public Convenience And Services; and Section 645 -Work Zone Traffic Control.

3. The Contractor shall submit for approval a detailed traffic control plan (TCPJ and schedule at least 15 working days before the start of work. All construction signs shall be left in place until all construction items have been completed. Contractor shall obtain prior approval from the Engineer to remove construction signs.

4. All Janes shall be open to traffic during the morning peak hours from 6:00 a.m. to 8:00 a.m. during afternoon peak hours from 4:00 p.m.

to 6:00 p.m. off work hours. Only one lane of highway shall be closed at any other time.

5. 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.

6. The existence and location of underground utilities, manholes, monuments and 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 be held liable for any damages incurred to the existing facilities and/or improvements as a result of his operations.

7. 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.

8. The Contractor shall notify the Engineer in writing, two (2) weeks prior to starting paving operations.

9. Removal and disposal of existing curb, asphalt concrete pavement, guardrails, and any debris shall be considered incidental to their res-pective bid items.

10. Existing drainage system shall be kept functional at all times during construction. The Contractor is to furnish materials, equipment, labor, tools and incidentals necessary to maintain flow. This work shall be considered incidental to various contract items.

11. All saw cutting work shall not be paid for separately but shall be considered incidental to various contract items.

12. Work on the project may be required to be performed at night without any increased in cost to the State. Night work shall not be performed during seabird fledging season Sept. 15 and Dec. 15.

I

Section 7 of the Endangered Species Act:

l. Refer to Special Provision Section 671 - Protection of Endangered Species for construction and compliance requirements. Measures to minimize the potential impacts to endangered species during pre-construction and construction operations are described in detail, including specific requirements to protect the Blackburn's sphinx moth (e.g. pre-construction survey conducted by a biologist familiar species).

2. To avoid impacts to listed Hawaiian seabirds, nighttime construction is not anticipated. If nighttime construction does occur, it shall be scheduled to avoid the seabird fledging period, September 15 through December 15.

If nighttime construction occurs during other times of the year, all lighting shall be fully shielded and directed toward the ground so the bulb can only be seen from below to avoid attracting adult seabirds as they travel from the ocean to their breeding areas. Any required outdoor lighting shall have the appropriate automatic motion sensor switches and timer controls to turn off lights when there is no human activity in the vicinity. Where fences extend above vegetation, integrate durable scare tape or bird deterrent into the fence to increase visibility and minimize fence strikes.

3. To avoid impacts to the Hawaiian hoary bat, no woody plants (e.g., trees and shrubs) taller than 15 feet shall be trimmed, removed, or disturbed during the hoary bat birthing and pup rearing season, June l through September 15.

4. To avoid impacts to the Blackburn's sphinx moth, all work will occur on an existing roadway and be within the State highway right-of-way. The shoulder areas within the right-of-way are maintained on a regular basis to limit the growth of vegetation and avoid attraction of the Blackburn's sphinx moth. No critical habitat is located within the State highway right-of -way.

5. To avoid impacts to the Hawaiian Stilt, no standing water will be allowed within the construction area(sJ to eliminate any water resources.

6. No above or below ground utilities will be moved or realigned with this project.

7. No highway lighting will be installed or replaced with this project.

Section 106 of the National Historic Preservation Act:

1. If cultural materials are discovered during construction, all earth-moving activity within and around the immediate discovery area will be diverted until a qualified archaeologist can asess the nature and significance of the find.

2. If human remains are discovered, Hawaii Administrative Rule Title 13, Chapter 300 states that further disturbances and activities shall cease in any area or nearby area suspected of overlie remains, and SHPD and the Maui Police Department will be contacted. The human remains will be treated in conformance with HAR 13-300 Subchapter 4, "Procedures for Proper Treatment of Burial Sites and Human Skeletal Remains."

3. In the unlikely event that subsurface historic resources, including human skeletal remains, structural remains, cultural deposits, artifacts, native sand deposits, or sink holes are identified during the demolition and/or construction work, cease work in the immediate vicinity of the find, protect the find from additional disturbance, and contact the State Historic Preservation Division, at (808) 652-1510.

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FED. ROAD

DIST. NO.

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

HAWAII

LEGEND

[///1 Demolition Areas tx><><I Reconstruction Areas

HMA Areas

HAW. NH-032-1(011) 2025 3

I> >:" :,::;,_::I Concrete Curb, Gutter and Sidewalk

□«p./J Existing Electrical Pull Box --€-- Existing Electrical Line

/f Existing Joint Pole off Existing Power Pole 0 «mfi Existing Electric Manhole

-i- Existing Telephone Line Olp Existing Telephone Pole 0tmfi Existing Telephone Manhole

-Uf-/2- Existing 12" Water Line �UMH Adjusted Utility Manhole 0wmfi Existing Water Manhole �WMH Adjusted Water MH Frame/Cover 0av Existing Water Air Valve OUfV Existing Water Valve Box �WV Adjusted Water Valve Box wm Existing Water Meter

-0-§fi Existing Fire Hydrant 04p Existing Standpipe

-A--12- Existing Sewer Line 0 A-mfi Existing Sewer Manhole ©bon. Existing Monument @MON. Adjusted Monument

---d--24 -- Existing 24" Drain Line

0A-dmfi g.di c./J p o---0

--o

Bd.g. 1

Existing Storm Drain Manhole Existing Grated Drop Inlet

Existing Catch Basin Existing Traffic Sign

Existing Street Light Existing Metal Guardrail New Metal Guardrail Temporary Filter Sock Grated Drop Inlet With Protection

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

GENERAL NOTES ¢ LEGEND

I

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street

Federal-Aid Proiect No. NH-032-1(011)

Date: November, 2023 SHEET No. I OF 2 SHEETS

1.

NOTES FOR CONSTRUCTION WITHIN STATE RIGHT-OF-WAY

The Contractor shall obtain Permit to Perform Work upon State Highways from the Maui District Engineer, State Highways, at 650 Palapala Drive, prior to commencement of work within the State's highway right-of-way.

2. Removal, construction and restoration of all existing highway facilities within the State's right-of-way, including the legal relations and responsibility to the public, shall be in accordance with the current Hawaii Standard Specifications for Road and Bridge Construction, and the Specifications for Installation of Miscellaneous Improvements within State Highways, of the State Highways Division.

3. During work hours, only one lane of traffic shall be closed, unless otherwise approved in writing by the District Engineer. All lane closures must be approved by HDOT fifteen 05) working days in advance. All lane closures and detours shall require advisory signs and an advertisement per section 645.03 of the Standard Specifications.

4. At certain locations, "NO LANE CLOSURE" will be allowed during the "Back To School Jam", Thanksgiving weekend, Christmas/New Year Period and at other times as directed by the Highways Division.

5. The Contractor shall provide, install, and maintain all necessary signs, lights flares, barricades, markers, cones, and other protective facilities, and shall take all necessary precautions for the protection, convenience, and safety of public traffic. All such protective facilities and precautions to be taken shall conform with the "Administrative Rules of Hawaii Governing the Use of Traffic Control Devices at Work Sites on or Adjacent to Public Streets and Highways", adopted by the Director of Transportation, and the "U.S. Federal Highway Administration MUTCD - Manual on Uniform Traffic Control Devices, Part VI - Temporary Traffic Control, 2009 Edition",

6. No material and/or equipment shall be stockpiled or otherwise stored within the highway right-of-way, except at locations designated in writing and approved by the District Engineer.

7. The Contractor shall exercise care to minimize damages to existing highway improvements. All damages shall be repaired by the Contractor, at his expense, to the satisfaction of the District Engineer.

8. All regulatory, guide, and construction signs and barricades shall have a high-intensity Type I II or IV retroreflective background.

9. The Contractor shall inform the State Highway's Permit Office (873-3535) by noon Wednesday, one week prior to closing any lanes.

10. Driveways shall be kept open unless the owners of the properties using these rights-of-way are otherwise provided for satisfactorily.

11. Where pedestrian walkways exist they shall be maintained in a safe and passable conditions, or other facilities for pedestrians shall be provided. Passages between walkways at intersections shall likewise be provided. All walkways shall conform to ADA requirements.

12. The Contractor shall exercise care when performing work in or adjacent to the State highway right-of-way. Damages to the existing facilities shall be immediately reported to the respective utility companies, and/or City or State agencies. The repair work shall be done at the Contractor's expense.

13. Highway lights shall be operational during construction. Should work be necessary, the contractor shall notify the State Highways' Highway Lighting Supervisor (873-3535), three (3J working days prior to commencing work.

I I

14. 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 of 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.

f. Failure to maintain highway lights and traffic signals systems.

9. Failure to address public complaints to the satisfaction of the District Engineer.

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FED. ROAD

DIST. NO.

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

SHEET TOTAL

NO. SHEETS

HAWAII HAW. NH-032-1(011) 2025 4 19

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

GENERAL NOTES

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street

Federal-Aid Proiect No. NH-032-1(011)

Date, November, 2023

SHEET No. 2 OF 2 SHEETS

WATER POLLUTION AND EROSION CONTROL NOTES:

A. GENERAL:

1. See Special Provisions Section 209 - Water Pollution and Erosion Control. Section 209 describes but is not limited to: submittal requirements; scheduling of a water pollution and erosion control conference with the Engineer; construction requirements; method of measurement; and basis of payment. In addition, Appendix A lists potential pollutant sources and corresponding BMPs used to mitigate the pollutants.

2. Follow the guidelines in the current HDOT Construction Best Management Practices Field Manual in developing, installing and maintaining the Best Management Practices (BMPJ for the project. For any conflicting requirements between the Manual and applicable bid documents, the applicable bid documents will govern. Should a requirement not be clearly described within the applicable bid documents, the Contractor shall notify the Engineer immediately for interpretation. For the purposes of clarification under Note A.2, "applicable bid documents" include the construction plans, standard specifications, Special Provisions, Permits, and the Storm Water Pollution Prevention Plan (SWPPPJ when applicable.

3. Follow the guidelines in the Honolulu's City ¢ County "Rules Relating to Soil Erosion Standards and Guidelines" along with applicable Soil Erosion Guidelines for projects on Maui, Molokai� Kauai, and Hawaii.

4. The Engineer may assess liquidated damages of up to $27,500 for non-compliance of each BMP requirement and each requirement stated in Section 209 and special provisions, for every day of non-compliance. There is no maximum limit on the amount assessed per day.

5. The Engineer will deduct the cost from the progress payment for all citations received by the Department for non-compliance, or the Contractor shall reimburse the State for the full amount of the outstanding cost incurred by the State.

6. If necessary, install a rain gage prior to any field work including the installation of any site-specific best management practices. The rain gage shall have a tolerance of at least 0.05 inches of rainfall. Install the rain gage on the project site in an area that will not deter rainfall from entering the gage opening. Do not install in a location where rain water may splash into rain gage. The rain gage installation shall be stable and plumbed. Do not begin field work until the rain gage is installed and site-specific best management practices are in-place.

7. Submit Site-Specific BMP Plan to the Engineer along with a completed Site-Specific BMP Review Checklist within 30 calendar days of contract execution. The Site-Specific BMP Review Checklist may be obtained from http:/ /www.stormwaterhawaii.com. Site-Specific BMP Plan shall include placing a sandbag barrier inside the culvert for temporary sediment control (refer to SC-8 in the Construction Best Management Practices Field Manual).

8. The Contractor shall consider and install BMP measures which take into account high intensity and prolonged rainfall, and to address the potential problems that may result.

9. All areas used in support of construction activities disturbed or damaged by the Contractor, including but not limited to, staging areas, construction entrance/exit, and travel routes, shall be temporarily stabilized during construction in accordance with Section 209 of the 2005 Standard Specifications for Road and Bridge Construction. These areas shall be restored to their original condition or better upon completion of construction. Disturbed and exposed areas shall be permanently stabilized using vegetative cover, pavement, or equivalent to match pre-existing or better condition as approved by the State.

10. Final stabilization and restoration of disturbed or damaged areas shall begin immediately as soon as construction is completed and the construction support areas are no longer used.

11. The State reserves the right to determine the appropriateness and adequacy of proposed and/or implemented BMPs. Additional BMP measures required by the State shall not be paid for by the State.

12. The Contractor shall be responsible for all damages and/or injuries resulting from the BMPs.

13. The Contractor shall be responsible for any citations or fines that may be levied as related to the NPDES program on this permit, whether directly levied against the Contractor or the Department of Transportation.

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FED. ROAD

DIST. NO.

STATE

FED. AID

PROJ. NO. FISCAL

YEAR

SHEET

NO.

HAWAII HAW. NH-032-1(011) 2025 5

14. The Contractor may discuss proposed and implemented BMP measures and the adequacy of them, with District Engineer.

8. WASTE DISPOSAL:

1. Waste Materials Collect and store all waste materials in a securely lidded metal dumpster or roll off container with cover to keep rain out or loss of waste during windy conditions. The dumpster shall meet all local and State solid waste management regulations. Deposit all trash and construction debris from the site in the dumpster. Empty the dumpster weekly or when the container is two-thirds full, whichever is sooner. Do not bury construction waste materials onsite. The Contractor's supervisory personnel shall be instructed regarding the correct procedure for waste disposal. Post notices stating these practices in the office trailer, on a weatherproof bulletin board, or other accessible location acceptable to the Engineer. The Contractor shall be responsible for seeing that these procedures are followed. Submit the Solid Waste Disclosure Form for Construction Sites to the Engineer within 30 calendar days of contract execution. Provide a copy of all the disposal receipts from the facility permitted by the Department of Health to receive solid waste to the Engineer monthly. This should also include documentation from any intermediary facility where solid waste is handled or processed.

2. Hazardous Waste Dispose all hazardous waste materials in the manner specified by local, federal or State regulations and by the manufacturer. The Contractor's site personnel shall be instructed in these practices and shall be responsible for seeing that these practices are followed.

3. Sanitary Waste Collect all sanitary waste from the portable units a minimum of once per week, or as required.

Position sanitary facilities where they are secure and will not be tipped over or knocked down.

C. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:

1. For projects with an NPDES Permit for Construction Activities, inspect at the following intervals. For construction areas discharging to nutrient or sediment impaired waters, inspect all control measures at least once each week and within 24 hours of any rainfall event of 0.25 inches or greater within a 24 hour period. For construction areas discharging to waters not impaired for nutrient or sediments, inspect all control measures weekly. Inspections are only required during the project's normal working hours. The discharge point water classification may be found in the SWPPP.

2. For projects without an NPDES Permit for Construction Activities, inspect all control measures weekly.

3. Maintain all erosion and sediment control measures in good working order. If repair is necessary, initiate repair immediately and complete by the close of the next work day if the problem does not require significant repair or replacement, or if the problem can be corrected through routine maintenance. When installation of a new erosion or sediment control or a significant repair is needed, install the new or modified control or complete the repair no later than 7 calendar days from the time of discovery. "Immediately" means the Contractor shall take all reasonable measures to minimize or prevent discharge of pollutants until a permanent solution is installed and made operational. If a problem is identified at a time in the day in which it is too late to initiate repair, initiation of repair shall begin on the following work day.

4. Remove built-up sediment from silt fence when it has reached one-third the height of the fence. Remove sediment from other perimeter sediment control devices when it has reached one-half the height of the device.

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

TOTAL

SHEETS

5. Inspect silt screen or fence for depth of sediment, tears, to verify that the fabric is securely attached to the fence posts or concrete slab and to verify that the fence posts are firmly in the ground. Inspect and verify the bottom of the silt screen is buried a minimum of 6 inches below the existing ground.

6. Inspect temporary and permanent seeding and planting for bare spots, washouts and healthy growth.

WATER POLLUTION ¢ EROSION CONTROL NOTES

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street Federal-Aid Project No. NH-032-1(011)

7. Complete and submit to the Engineer a maintenance inspection report within 24 hours after each inspection.

I I

Date, November, 2023

SHEET No. / OF 4 SHEETS

WATER POLLUT JON AND EROSION CONTROL NOTES (Conf.J:

8. Provide a stabilized construction entrance at all points of exit onto paved roads to reduce vehicle tracking of sediments. Include stabilized construction entrance in the Water Pollution, Dust, and Erosion Control submittals. Minimum length should be 50 feet. Minimum width should be 30 feet. Minimum depth should be 12 inches or as recommended by the soils engineer and underlain with geo-textile fabric. If minimum dimensions cannot be met, provide other stabilization techniques that remove sediment prior to exit. Clean the paved street adjacent to the site entrance daily or as required to remove any excess mud, cold-planed materials, dirt or rock tracked from the site.

Do not hose down the street without containing or vacuuming wash water. Cover dump trucks hauling material from the construction site with a tarpaulin. Remove sediment tracked onto the street, sidewalk, or other paved area by the end of the day in which the track-out occurs.

9. Include designated Concrete Washout Area(sJ in the Water Pollution, Dust, and Erosion Control submittals.

10. Submit the name of a specific individual designated responsible for inspections, maintenance and repair activities and filling out the inspection and maintenance report.

!!. Personnel selected for the inspection and maintenance responsibilities shall receive training from the Contractor. They shall be trained in all the inspection and maintenance practices necessary for keeping the erosion and sediment controls used onsite in good working order.

12. Contain, remove, and dispose slurry generated from saw cutting of pavement in accordance with approved BMP practices. Do not allow discharge into the drainage system or State waters.

13. For projects with an NPDES Permit for Construction Activities, immediately initiate stabilizing exposed soil areas upon completion of earth-disturbing activities for areas where earth-disturbing activities have permanently or temporarily ceased. Earth-disturbing activities have permanently ceased when clearing and excavation within any area of the construction site that will not include permanent structures has been completed. Earth disturbing activities have temporarily ceased when clearing, grading, and excavation within any area of the site that will not include permanent structures will not resume (i.e., the land will be idle) for a period of 14 or more calendar days, but such activities will resume in the future. For construction areas discharging into waters not impaired for nutrients or sediments, complete initial stabilization within 14 calendar days after the temporary or permanent cessation of earth-disturbing activities. For construction areas discharging into nutrient or sediment impaired waters, complete initial stabilization within 7 calendar days after the temporary or permanent cessation of earth-disturbing activities. Classification of water at the discharge point may be found in the SWPPP.

14. For projects without an NPDES Permit for Construction Activities, complete initial stabilization within 14 calendar days after the temporary or permanent cessation of earth-disturbing activities.

D. GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES:

1. Materials Pollution Prevention Plan

a. Applicable materials or substances listed below are expected to be present onsite during construction. Other materials and substances not listed below shall be added to the inventory.

Concrete Detergents Paints (enamel and latex) Metal Studs Tar Fertilizers Petroleum Based Products

Cleaning Solvents Wood Masonry Block Herbicides and Pesticides Curing Compounds Adhesives

b. Use Material Management Practices to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff. Make an effort to store only enough product as is required to do the job.

c. Store all materials stored onsite in a neat, orderly manner in their appropriate containers and if possible under a roof or other enclosure.

I I

d. Keep products in their original containers with the original manufacturer's label.

e. Do not mix substances with one another unless recommended by the manufacturer.

f. Whenever possible, use a product up completely before disposing of the container.

9. Follow manufacturer's recommendations for proper use and disposal.

h. Conduct a daily inspection to ensure proper use and disposal of materials onsite.

2. Hazardous Material Pollution Prevention Plan

a. Keep products in original containers unless they are not resealable.

b. Retain original labels and Safety Data Sheets (SDSJ, formerly Material Safety Data

Sheets <MSDSJ.

c. Dispose of surplus products according to manufacturers' instructions and local and

State or Federal regulations.

3. Onsite and Offsite Product Specific Plan The following product specific practices shall be followed onsite:

a. Petroleum Based Products:

Monitor all onsite vehicles for leaks and perform regular preventive maintenance to

FED. ROAD

DIST. NO.

HAWAII

reduce the chance of leakage. Store petroleum products in tightly sealed containers which are clearly labeled. Apply asphalt substances used onsite according to the manufacturer's recommendation.

b. Fertilizers:

Apply fertilizers used only in the minimum amounts recommended by the manufacturer and federal, state, and local requirements. Avoid applying just before a heavy rain event.

Apply at the appropriate time of year for the location, and preferably timed to coincide as closely as possible to the period of maximum vegetation uptake and growth. Once applied, work fertilizer into the soil to limit exposure to storm water. Do not apply to storm conveyance channels with flowing water. Storage shall be in a covered shed or in an area where fertilizer will not come into contact with precipitation or stormwater.

Transfer the contents of any partially used bags of fertilizer to a sea/able plastic bin to avoid spills.

c. Paints:

Seal and store all containers when not required for use. Do not discharge excess paint to the drainage system, sanitary sewer system, or State waters. Dispose properly according to manufacturers' instructions and State and local regulations.

d. Concrete Trucks:

Washout or discharge concrete truck drum wash water only at a designated site as far as practicable from storm drain inlets or State waters. Do not discharge water in the drainage system or State waters. Disposal by percolation is prohibited. Clean disposal site as required or as requested by the Engineer.

4. Spill Control Plan

a. Post a spill prevention plan to include measures to prevent and clean up each spill.

b. The Contractor shall be the spill prevention and cleanup coordinator. Designate at least three site personnel who shall receive spill prevention and cleanup training.

These individuals shall each become responsible for a particular phase of prevention and cleanup. Post the names of responsible spill personnel in the material storage area on a weatherproof bulletin board or other accessible location acceptable to the Engineer and in the office trailer onsite.

c. Clearly post manufacturers' recommended methods for spill cleanup. Make site personnel aware of the procedures and the location of the information and cleanup supplies.

d. Keep ample materials and equipment necessary for spill cleanup in the material storage area onsite.

e. Clean up all spills immediately after discovery.

f. Keep the spill area well ventilated. Personnel shall wear appropriate protective clothing to prevent injury from contact with a hazardous substance.

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

HAW. NH-032-1(011) 2025

SHEET

NO.

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

TOTAL

SHEETS

WATER POLLUTION ¢ EROSION CONTROL NOTES

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street Federal-Aid Project No. NH-032-1(011)

Date, November, 2023

SHEET No. 2 OF 4 SHEETS

I I 6

WATER POLLUT JON AND EROSION CONTROL NOTES (Conf.J:

g. Where a leak, spill, or other release containing a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 710, 40 CFR Part 717, or 40 CFR Part 302 occurs during a 24-hour period, the Contractor shall notify the Engineer as soon as the Contractor has knowledge of the discharge. Note that the reportable quantity for oil and fuel products is a spill of 25 gallons or more, a spill not cleaned within 72 hours, or a spill that threatens ground or surface waters. The Engineer will notify the National Response Center (NRCJ at (800) 424-8802, the Clean Water Branch during regular business hours at 586-4309, the Clean Water Branch <DOH-CWBJ via email at cleanwaterbranch@doh.hawaii.gov during non-business hours, the DOH Hazard Evaluation and Emergency Response Office at (808) 586-4249, the Coast Guard Maui Station at (808) 986-0023 and the local Emergency Planning Committee at (808) 720-7285. The Contractor shall also provide to the Engineer, within ! calendar days of knowledge of the release, a description of the release, the circumstances leading to the release, and the date of the release. The Engineer will provide this information to the DOH-CWB. The Engineer will provide information to the NRC if requested.

E. PERMIT REQUIREMENTS:

!. The calculated land disturbance area for this project based on the construction plans is 0.71 acres not including Contractor Staging and Storage areas. If the total of the disturbed area and the Contractor Staging and Storage area is one acre or greater, the Contractor shall obtain the NPDES Construction Activities Permit using HDOT's latest SWPPP template. See Hawaii Administrative Rules Chapter 11-55, Appendix C for the definition of land disturbance. The Contractor shall be responsible for obtaining the required NPDES Construction Activities Permit and complying with the requirements of HAR 11-55 including, but not limited to:

a. Deadlines for initiating and completing initial stabilization

b. Increased inspection frequency and installation of rain gage if applicable

c. Deadlines to initiate and complete repairs to BMPs

d. Reporting requirements and corrective action reports

2. Comply with all applicable State and Federal Permit conditions. Permits may include, but not limited to the following:

a. NPDES Permit for Construction Activities

b. NPDES Permit for Construction Dewatering

c. NPDES Permit for Hydrotesting Waters

d. Water Quality Certification

e. Stream Channel Alteration Permit

f. Section 404 Army Corps of Engineer Permit

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FED. ROAD

DIST. NO.

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

F. SITE-SPECIFIC BMP REQUIREMENTS:

HAWAII HAW. NH-032-1(011) 2025

Each BMP below is referenced to the corresponding section of the current HDOT Construction Best Management Practices Field Manual and appropriate Supplemental Sheets. The Manual may be obtained from the HDOT Statewide Stormwater Management Program Website at http:/ /www.stormwaterhawaii.com/resources under Construction Best Management Practices Field Manual. Supplemental BMP sheets are located at http:/ /stormwaterhawaii.com/contractors/contractors BMPmanual.aspx under Concrete Curing and Irrigation Water.

The requirements for Water Pollution, Dust, and Erosion Control submittals are included in Section 209 of the Hawaii Standard Specifications for Road and Bridge Construction dated 2005 and applicable Special Provisions. A list of pollutant sources and corresponding BMP used to mitigate the pollutants are included in Section 209 of the Special Provisions under Appendix A.

Follow the requirements below:

!. Protect all Drainage Inlets receiving runoff from disturbed areas (SC-n.

2. Contain on-site runoff using Perimeter Sediment Controls

a. SC-7 Silt Fence or Filter Fabric Fence

b. SC-2 Vegetated Filter Strips and Buffers

c. SC-6 Compost Filter Berm/Sock

d. SC-8 Sandbag Barrier

e. SC-9 Brush or Rock Filter

3. Control offsite runoff from entering construction area

a. EC-3 Run-On Diversion

b. EC-5 Earth Dikes, Swales, and Ditches

4. Incorporate applicable Site Management BMP

a. SM-! Construction BMP Training

b. SM-2 Material Storage and Handling

c. SM-3 Stockpile Management

d. SM-4 Concrete Wash and Waste Management

e. SM-5 Asphalt Cement Waste Management

f. SM-6 Solid Waste Management

g. SM-7 Sanitary Waste Management

h. SM-9 Hazardous Materials and Waste Management

i. SM-10 Spill Prevention and Control

j. SM-!! Vehicle and Equipment Cleaning

k. SM-12 Vehicle and Equipment Maintenance I. SM-13 Vehicle and Equipment Refueling

m. SM-14 Scheduling

n. SM-15 Location of Potential Sources of Sediment

o. SM-16 Staging Area

p. SM-17 Preservation of Existing Vegetation

q. SM-19 Dust Control

r. SM-20 Paving Operations

s. SM-21 Structure Construction and Painting

5. Contain pollutants within the Construction Staging/Storage Area BMP with applicable Perimeter Sediment Controls and Site Management BMP. Include a Stabilized Construction Entrance/Exit (SC-!!) for all areas which exit onto a paved street.

Restrict vehicle access to these points.

6. Manage Concrete Waste including installing a Concrete Washout Area <SM-4) and properly disposing of Concrete Curing Water (California Stormwater BMP Handbook NS-12 Concrete Curing).

SHEET TOTAL

NO. SHEETS

7 19

7. Remove saw cut slurry and hydrodemolition water from the site by vacuuming. Provide storm drain protection and/or perimeter sediment controls during saw cutting and ------s-TA_T_e _oF_H_A_wA-,,------hydrodemolition work. DEPARTMENT oF rnANsPoRTAT10N

HIGHWAYS DIVISION

I I

WATER POLLUTION ¢ EROSION CONTROL NOTES

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street Federal-Aid Project No. NH-032-1(011)

Date, November, 2023

SHEET No. 3 OF 4 SHEETS

WATER POLLUT JON AND EROSION CONTROL NOTES (Cont.J:

EROSION CONTROL/BEST MANAGEMENT PRACTICES NOTES

l. The Contractor, at his own expense, shall keep the project areas and surrounding areas free from dust nuisance. The work shall be done in conformance with air pollution control standards contained in Hawaii Administrative Rules: Chapter !!-60, "Air Pollution Control".

2. Measures to control erosion and other pollutants shall be in place before any grading work is initiated. These measures shall be properly constructed and maintained throughout the construction period of each site.

3. Construction shall be sequenced to avoid disturbance at all project sites at one time and minimize exposure time of the demolition and reconstruction areas.

4. The Contractor shall observe and comply with the State Department of Health regulations regarding storm water discharge.

5. Inlet protection shall be implemented at all storm drain inlets and catch basins as indicated to prevent any sediment laden runoff from leaving the site.

Inlet protection devices shall be removed during any event where flooding could occur if devices remain in place and replaced after the event has passed.

6. Good housekeeping shall be utilized to ensure protection of roadways from mud, dirt, and debris.

7. The Contractor shall provide erosion control measures for their construction, staging, and storage areas and shall inspect and monitor his construction, staging, and storage areas to ensure that no non-storm water discharges are emitted. If such sources are identified the Contractor shall provide immediate mitigative measures.

8. No sediment laden runoff shall leave the site

9. Water trucks shall be utilized to minimize the amount of airborne dust.

10. Contractor shall ensure the proper working order and conduct regular maintenance of all construction equipment. All construction equipment shall be serviced off-site, and no oil or fuel shall be stored on the site.

!!. The Contractor shall dispose of equipment and hydraulic oils off-site and in accordance with County, State, and Federal regulations.

12. At the end of the construction, existing catch basins and drain Inlets surrounding the project site shall be inspected and any accumulated sediment and debris found shall be removed. Flushing into the catch basins or drain inlets is prohibited.

13. Construction shall be staged and phased for large projects. Areas of one phase shall be stabilized before another phase is initiated. Stabilization shall be accomplished by temporary or permanent protecting the disturbed soil surface from rainfall impacts and runoff.

14. Storm water flowing toward the construction area shall be diverted by using appropriate control measures, as practical.

15. Water must be discharged in a manner that the discharge shall not cause or contribute to a violation of the basic water quality criteria as specified in the Hawaii Administrative Rules, Section !J-54-04.

16. All grading work shall conform to Maui County Code chapter 20.08 "Soil Erosion and Sediment Control'� as amended and applicable provisions of Chapter 54, Water Quality Standards and Chapter 55, Water Pollution Control, Title I I, Administrative Rules of the State Department of Health.

I I

17. The Contractor shall schedule construction during the dry weather periods and shall be prepared in case of rainfall events. The Contractor shall provide for temporary bypass or detention of storm water flows or other measures to avoid flooding of properties upstream or adjacent to the site.

I I

FED. ROAD

DIST. NO.

HAWAII

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

SHEET

NO.

HAW. NH-032-1(011) 2025 8

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

TOTAL

SHEETS

WATER POLLUTION ¢ EROSION CONTROL NOTES

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street Federal-Aid Project No. NH-032-1(011)

Date, November, 2023

SHEET No. 4 OF 4 SHEETS

Protected

Area

Work Area f-vv'--

Runoff Flow

Sandbag '----- Min. Length=/8" Min. Width=/2" Min. Thickness=3" Place every 6' Typ.

Protected y Limits of Area � Work

Work Area f-vv'--

Runoff Flow

PLAN

Sandbag

War Area

Protected Area 12" Min.

Overlap

Filter Sock

OVERLAP

f:.� Runoff -"\ Flow

SECTION

9" Diameter Fiber Roll

Notes:

!. Filter sock shall meet the requirements of the State Construction

BMP Field Manual, SC-6 Compost Filter Berm/Sock.

2.

3.

Contractor shall remove debris behind filter sock when it has reached one-half the height of the fiber roll.

Contractor is not required to stake compost filter socks but shall ensure filter socks remain in place to provide adequate protection

FILTER SOCK DETAIL

Scale: Not to Scale

Velcro Closure

Drain Inlet Grate

PLAN

Lift Straps Used For Easy Movement and Inspection of Unit

Drain Inlet Grate

Note:

!. Drain inlet protection shall meet the requirements of the State Construction BMP Field Manual, SC-!.

FED. ROAD

DIST. NO.

STATE

FED. AID

PROJ. NO.

FISCAL

YEAR

SHEET TOTAL

NO. SHEETS

HAWAII HAW. NH-032-1(011) 2025 9 19

rSediment Filter

/VY

SECTION

DRAIN INLET PROTECT ION DETAIL

Scale: Not to Scale

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

HIGHWAYS DIVISION

WATER POLLUTION AND

EROSION CONTROL DETAILS

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street

Federal-Aid Proiect No. NH-032-1(011) Scale, I" =20' Date, November, 2023

SHEET No. I OF 2 SHEETS

BEGIN PROJECT

Fed. Aid Proj. No. NH-032-1(011) 1/J. Sta. 42+10

FED. ROAD

DIST. NO.

HAWAII

STATE

HAW.

FED. AID

PROJ. NO. FISCAL

YEAR

NH-032-1(011) 2025

SHEET

NO.

!O

TOTAL

SHEETS

--E------ To High St.

:r::� Q:: "

�:'.j Q:: <:( I---(._)

- - - - - - ----S - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - �dini.: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • d36" - - - - - - - - -

KAAHUMANU AVENUE (RTE 32J C)

Lr)

A-mfl ep_ ""

-- -TF=i:::r=-=�

S

=i:::r=-==o==rr==o= �� i::: -- I�

E§l v-';;/;.,;,;,;,,·:'J·::;; '::<·L.2.)·;;.,,.;:i,::>:-�·�11= ,-_________________________________________________________________ � ________ _ 48+00 , 49+00 50+00 57+00 , 52+00 ' :

END PROJECT

Fed. Aid Proj. No. NH-032-1(011) 1/J. Sta. 52+15

53+00

€!3J

KAAHUMANU AVENUE SIDEWALK GAP

Maui Lani Parkway to Mahalani Street

Federal-Aid Proiect No. NH-032-1(011) Scale, I" =20' Date, November, 2023

SHEET No. 2 OF 2 SHEETS

BEGIN PROJECT

Fed. Aid Proj. No. NH-032-1(011) 1/J. Sta. 42+10

FED. ROAD

DIST. NO.

HAWAII

STATE

HAW.

FED. AID

PROJ. NO.

FISCAL

YEAR

NH-032-1(011) 2025

SHEET

NO.

II

--E------ To High St.

�======- _ = = = _ _ - = = = = ----1 = = = = = - = = = = = = = = = = = = - = = = = = = = = - = = = = = = - & ..idmti;

_______________________________ d36" --------- ----- -----------------------------------------------------------------------KAAHUMANU AVENUE (RTE 32J exist. bikelanestripe existing ac curb

--L--------------

Remove Exist. Pedestrian Ramp 0 A-mfl Remove Exist.AC Paving ,,��3?-----

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