HomeMy WebLinkAboutORD 1972-476BILL NO. 875
COUNTY OF HAWAII - STATE OF HAWAII
ORDINANCE NO. I f;
AN ORDINANCE RELATING TO THE ACCOMMODATION AND INSTALLATION OF
UTILITIES ON FEDERAL AID SECONDARY COUNTY HIGHWAYS.
BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAII:
TABLE OF CONTENTS
PART A - GENERAL PROVISIONS
SECTION Page
1. Purpose . . . . . . . . . . . . . . . . . . . . . 1
II. Policy Statement . . . . . . . . . . . . . . . . I
III. Application . . . . . . . . . . . . . . . . . . . 1
IV. Definitions . . . . . . . . . . . . . . . . . . 2
PART C - COMPLIANCE WITH LAWS
IX. Violations and Penalties . . . . . . . . . . . . 13
PART D - EXHIBITS
X. Exhibits . . . . . . . . . . . . . . . . . . . . 14
PART E - EFFECTIVE DATE
XI. Introduction, Adoption and Effective Date . . . . 14
PART B
- ACCOMMODATION AND INSTALLATION
V.
General
Requirements . . . . . . . . . . . . .
. 5
VI.
Requirements - Federal Aid Secondary County
Highways . . .
. 7
VII.
Reviews
and Approval . . . . . . . . . . . . .
. 12
VIII.
Use and
Occupancy Agreements . . . . . . . . .
. 13
PART C - COMPLIANCE WITH LAWS
IX. Violations and Penalties . . . . . . . . . . . . 13
PART D - EXHIBITS
X. Exhibits . . . . . . . . . . . . . . . . . . . . 14
PART E - EFFECTIVE DATE
XI. Introduction, Adoption and Effective Date . . . . 14
PART A - GENERAL PROVISIONS
SECTION I. PURPOSE
This ordinance prescribes policies and procedures for accommo-
dating and installing utility facilities on the rights-of-way of
Federal Aid Secondary County Highways. They implement the appli-
cable provisions of Section 1.23 and 1.27 of Title 23, Code of
Federal Regulations, and Section 116 of Title 23, United States
Code, with respect to the maintenance obligations of the County
thereunder as affected by the use of the rights-of-way of Federal -
aid highway projects for accommodating utility facilities. They
also implement the policies and procedures prescribed in the Bureau
of Public Roads Policy and Procedure Memorandums 30-4.1, Accommoda-
tion of Utilities, dated October 1, 1969 and 30-4, Utility Relocations
and Adjustments, dated February 14, 1969, which are hereby adopted by
this reference and three (3) copies of each are on file at the Office
of the County Clerk.
They are further established to regulate the location, design,
and methods for the accommodation and installation of utility facili-
ties on Federal Aid Secondary County Highways in the interest of
safety and of protection, utilization and future development of the
highways with due consideration given to public service afforded by
adequate and economical utility installations. This ordinance further
establishes the conditions governing the occupancy, use or reservation
of utility facilities all to the end that the highway facilities shall
be preserved.
SECTION II. POLICY STATEMENT
The County of Hawaii recognized the utilities, respective franchise
to occupy the rights-of-way of Federal Aid Secondary County Highways in
providing essential services and commodities to the public. Therefore,
utility facilities may be accommodated in the Federal Aid Secondary
County Highways rights-of-way provided that such use and occupancy does
not interfere with the free and safe flow of traffic or otherwise impair
the highway or its visual quality and does not conflict with the provi-
sions of Federal, State or County laws or regulations or the provisions
of this ordinance.
SECTION III. APPLICATION
This ordinance applies to new utility installations which are to
cross or otherwise occupy the rights-of-way of active or completed
Federal Aid Secondary County Highway projects. They also apply to
existing utility facilities which are to be retained, relocated or
adjusted within the rights-of-way of active Federal Aid Secondary
County Highway projects. They shall not be applied to a minor segment
of an existing utility installation in such a manner as to result in
misalignment of the installation or adjustment of the entire installa-
tion except in those cases where a hazardous condition exists. Where
such hazardous condition exists, the County or other highway authority
shall initiate appropriate corrective measures to provide a safe traffic
environment. Where existing installations are to remain in the place
- 1 -
within the rights-of-way without adjustment, the County and utility
shall enter into an agreement under Section V.D and IX, as may
govern, or existing agreements in effect at the time of the highway
construction may be accepted, or amended, as may be appropriate.
The application of this ordinance on Federal Aid Secondary County
Highways shall be limited to County highways within the designated
Federal Aid Secondary County System which were previously improved
with federal aid funds. Existing County highways within the designated
Federal Aid Secondary County System which have not yet been improved
with federal aid funds are exempt from the applicable provisions of
this ordinance; however, it would be desirable to apply this ordinance
on these highways.
The provisions of Section V.0 of this ordinance applies only to
lands described therein which are acquired or improved with Federal -
aid highway funds.
This ordinance also applies to Primary Type II System developed
to implement TOPICS.
SECTION IV. DEFINITIONS
1. Active State Highway Projects - Those projects for which any
phase of development has been programmed for Federal -aid, County and/
or State funds and the County or other highway authority has control
of the highway rights-of-way. A project will be considered active
until the date of its final acceptance by the Bureau of Public Roads,
the State and the County and thereafter will be considered completed.
2. Arterial Highway - A general term denoting a highway primarily
for through traffic, usually on a continuous route.
3. Auxiliary Lane - The portion of the roadway adjoining the
traveled way for parking, speed -change, turning, weaving, truck climb-
ing or for other purposes supplementary to through traffic movement.
4. Bureau of Public Roads - The Bureau of Public Roads is now
called the Federal Highway Administration.
5. Cap - Rigid structural element surmounting a pipe.
6. Carrier - Pipe directly enclosing a transmitted fluid (liquid
or gas).
7. Chief Engineer - The Chief Engineer of the County of Hawaii
or his duly authorized representative.
8. Casing or Sleeve - A larger pipe enclosing a carrier pipe.
9. Clear Roadside Policy - That policy employed by a highway
authority to increase safety and traffic operation and improve the
appearance of highways by designing, constructing and maintaining
highway roadsides as wide, flat and rounded as practical and as
free as practical from physical obstructions above the ground such
as trees, drainage structures, massive sign supports, highway light-
ing standards, utility poles and other ground -mounted obstructions.
The policy is also directed at the removal of roadside obstacles
which are likely to be associated with accident or injury to the
highway user. Where such obstacles are essential, they must be con-
- 2 -
structed to yield under specified levels of impact or placed at a
location which affords adequate protection to an out -of -control
vehicle. In all cases, full consideration shall be given to sound
engineering principles and economic and environmental factors.
10. Coating - Material applied to or wrapped around a pipe.
11. Control of Access Line - Line indicating the restriction
of access to the highway.
12. County - County of Hawaii.
13. Cradle - Rigid structural element below and supporting
a pipe.
14. Divided Highway - A highway with separated roadways for
traffic in opposite directions.
15. Duct Line - A structure or arrangement of one or more
ducts, conduits, pipes or other enclosed runways between two points
designed to contain underground conductors or cables.
16. Encasement - Structural element surrounding a pipe.
17. Expressway - A divided arterial highway for through
traffic with full or partial control of access and generally with
grade separations at major intersections.
18. Federal Aid Secondary County Highways - Consist of all
highways on the designated Federal Aid Secondary County System.
19. Federal Aid Secondary County Highways Projects - Those
projects administered by the County which involve the use of Federal -
aid, County and/or State highway funds for the construction or
improvement of a Federal Aid Secondary County Highway or related
highway facilities or for the acquisition of rights-of-way for such
projects, including highway beautification projects under Section
319, Title 23, U.S.C.
20. Frontage Road - A local street or road auxiliary to and
located on the side of an Federal Aid Secondary County Highway for
service to abutting property and adjacent areas and for control of
access.
21. Gallery - An underpass for two or more pipelines.
22. Grout - Mortar or slurry pumped to backfill an untrenched
pipe.
23. Highway Utility Encroachment Committee - Consists of the
Head of the Bureau of Plans and Surveys (Chairman), Head of the
Bureau of Road Construction and Maintenance and Head of the Division
of Traffic Safety and Control, or duly authorized representatives of
the bureaus and division.
24. Highway - Any public way for vehicular travel, including
the entire area within the rights-of-way and related facilities,
constructed or improved in whole or in part with Federal -aid, County
and/or State funds.
- 3 -
25. Jacket - Encasement by concrete poured around a pipe.
26. Median - The portion of a divided highway separating the
traveled ways for traffic in opposite directions.
27. New Utility Installations - Initial installations on the
highway rights-of-way and the replacement of existing facilities
with those of a different type, capacity, or design or replacement
at a new location on the rights-of-way. Any replacement of an
existing facility or portion thereof with another of the same type,
capacity, and design at the same location is considered to be main-
tenance.
28. Normal - Crossing at a right angle.
29. Oblique - Crossing at an acute angle.
30. Person - The individual partnership, corporation, or
combination thereof.
31. Pipe - A cylindrical tube, any conduit including ducts
and cellular blocks for conveying water, gas, etc.
32. Private Lines - Privately -owned facilities which convey or
transmit the commodities outlined in Section IV.41., but are devoted
exclusively to private use.
33. Ramp - An interconnection of roadway traffic interchange,
or any connection between highway facilities of different levels, on
which vehicles may enter or leave a designated roadway.
34. Resurfacing - The placing of one or more new courses on an
existing surface.
35. Right -of -Way Line - Boundary of the highway right-of-way
and adjacent property owner.
36. Rights -of -Way - Real property or interests therein, acquired,
dedicated or reserved for the construction, operation and maintenance
of a highway in which Federal -aid, County and/or State highway funds
are or may be involved in any stage of development. Lands acquired
under Section 319(b), Title 23, U.S.C., (scenic strips - 1965 Highway
Beautification Act) shall be considered to be highway rights-of-way.
37. Roadway - The portion of a highway, including shoulders for
vehicular use. A divided highway has two or more roadways.
38. Shoulder - The portion of the roadway contiguous with the
traveled way for accommodation of stopped vehicles for emergency use,
and for lateral support of base ard surface courses.
39. Standard Right -of -Way Line - The line denoting the width
necessary to accommodate all of the elements of a typical roadway cross-
section to fulfill the design requirements of the highway. The line
does not generally encompass additional rights-of-way required for
large cuts and fills.
40. Structure - That which is
use on the ground such as bridges,
utility appurtenances.
- 4 -
built or constructed for specific
culverts and sewer, water, and other
41. TOPICS - Traffic operations program to increase capacity
and safety.
42. Traveled Way - The portion of the roadway for the movement
of vehicles, exclusive of shoulders and auxiliary lanes.
43. Use and Occupancy Agreement - The document by which the
County, or other highway authority, approves the use and occupancy
of highway rights-of-way by utility facilities or private lines.
44. Utility facilities and/or utilities - All privately,
publicly or cooperatively owned lines, facilities and systems for
producing, transmitting or distributing communications, power, elec-
tricity, light, heat, gas, oil, crude products, water, sewer, steam,
waste, storm water not connected with highway drainage, and other
similar commodities, including fire and police signal system and
street lighting and traffic signal systems, which directly or indirectly
serve the public or any part thereof. The term llutilityl� means the
utility company, i.e. any person or private or public entity owning
and/or operating utility facilities as defined in this paragraph,
including any wholly owned or controlled subsidiary.
45. Utility Service Connection - A service connection, from a
utilities distribution or feeder line or main to the premises served.
46. Visual Quality - Those desirable characteristics of the
appearance of the highway and its environment, such as harmony between
or blending of natural and man-made objects in the environment, conti-
nuity of visual form without distracting interruptions, and simplicity
of designs which are desirably functional in shape but without clutter.
47. Walled - A continuous concrete or cement -treated sidefill.
PART B - ACCOMMODATION AND INSTALLATION
SECTION V. GENERAL REQUIREMENTS
A. A permit from the Department of Public Works, County of Hawaii,
shall be required for the installation of any utility facility and
private lines within the Federal Aid Secondary County Highways rights-
of-way except where work is to be performed under a utility agreement
in conjunction with a highway project.
B. New utility installations shall not conflict with existing or
planned uses of highway rights-of-way for highway purposes. Proposed
utility installations and future highway projects shall be coordinated
to avoid, to the fullest extent possible, any conflict in location,
construction, or method of installation.
C. The type and size of utility facilities and the manner and extent
to which they are permitted within areas of scenic enhancement and
natural beauty can materially alter the visual quality and view of
highway roadsides and adjacent areas. Such areas include scenic strips,
over -looks, rest areas, recreation areas, the rights-of-way of highways
adjacent thereto, and the rights-of-way of highways which pass through
public parks and historic sites, as described under Section 138, Title
23, U.S.C.
MIM
1. New utility installations are not to be permitted within
the foregoing described lands, when acquired or improved with Federal -
aid funds, except as follows:
a. New underground utility installations may be permitted
where they do not require extensive removal or alteration of trees
visible to the highway user or impair the visual quality of the lands
being traversed.
b. New aerial installations are to be avoided at such loca-
tions unless there is no feasible and prudent alternative to the use
of such lands by the aerial facility and it is demonstrated to the
satisfaction of the Chief Engineer that:
(i) Other locations:
(a) Are not available or are unusually difficult
and unreasonably costly, or
(b) Are less desirable from the standpoint of
visual quality,
(ii) Undergrounding is not technically feasible or
is unreasonably costly, and
(iii) The proposed installation will be made at a loca-
tion and will employ suitable designs and materials which
give the greatest weight to the visual qualities of the
area being traversed. Suitable designs will include, but
are not limited to, self-supporting, armless, single -pole
construction with vertical configuration of conductors
and cable.
2. The provisions of this paragraph also apply to utility installa-
tions that are needed for a highway purpose, such as for highway lighting,
or to serve a weigh station, rest or recreational area.
3. There may be cases of unusual hardship or other extenuating
circumstances encountered involving some degree of variance with the
provisions of this paragraph. Such cases shall be subject to prior
review and approval by the Chief Engineer.
D. Where the utility has a compensable interest in the land occupied
by its facilities and such land is to be jointly owned and used for
highway and utility purposes, the responsible highway authority and
utility shall agree in writing as to the obligations and responsibi-
lities of each party. Such agreements shall incorporate the conditions
of occupancy for each party, including the rights vested in the highway
authority and the rights and privileges retained by the utility. In
any event, the interest to be acquired by or vested in the highway
authority in any portion of the rights-of-way of a Federal Aid Secondary
County Highways project to be vacated, used or occupied by utilities or
private lines shall be of a nature and extent adequate for the construc-
tion, safe operation and maintenance of the highway project.
E. Construction of the utility facility and restoration of any
disturbed existing highway facilities within the Federal Aid Secondary
County Highways right-of-way shall be done in accordance with all
applicable sections of the Standard Specifications for Road and Bridge
Construction, dated 1969, or any revision thereof, and the Specification
- 6 -
for Installation of Miscellaneous Improvements, within State Highways,
dated November 1, 1966 or any revision thereof, of the State Highways
Division. During the installation and maintenance of the utility
facilities, adequate provisions for traffic control shall be provided
in accordance with the "Rules and Regulations Governing the Use of
Traffic Control Devices at Work Sites on or Adjacent to Public Streets
and Highways" of the State of Hawaii and with the Bureau of Public
Roads "Manual on Uniform Traffic Control Devices for Streets and High-
ways, Part V - Traffic Controls for Highway Construction and Maintenance
Operations", as amended and including any amendments thereto.
F. Installation of private lines within the rights-of-way of Federal
Aid Secondary County Highways shall be limited to crossings only.
G. Any deviations from the provisions of this ordinance shall be
subject to the approval of the Chief Engineer.
SECTION VI. E_E_QUIREMENTS - FEDERAL AID SECONDARY COUNTY HIGHWAYS
A. Upon the completion of a new Federal Aid Secondary County Highway
including resurfacing projects, no underground utility installation
with the exception of underground service connections and utility
crossings by the boring, jacking or tunneling method, will be permitted
for a period of one year thereof within the pavement, shoulder, swale
or median areas. Within this one-year period, an underground utility
and overhead pole line may be permitted to be installed outside the
improved pavement, shoulder and swale areas adjacent to the right-of-
way line provided that it does not restrict the highway use and meets
the lateral clearance outlined in Section VI.B.1. In this connection,
a utility shall make every effort to plan, coordinate and construct
their installation including crossings in conjunction with the highway
construction. A utility shall further give considerations to the
construction of a joint utility tunnel with other utilities or sleeves
as strategic locations to accommodate future utility crossings in con-
junction with the highway construction.
B. OVERHEAD UTILITY INSTALLATIONS
1. On active Federal Aid Secondary County Highway projects on
new and existing alignment, utility poles, guys and other ground -
mounted utility appurtenances may be installed, retained or relocated
within the highway right-of-way and they may be located within 5 feet
from the standard right-of-way line provided:
a. In rural area, they are located at least 30 feet or more
from the normal edge of traveled way.
b. In cities, towns and urban areas, on curbed sections, they
are located at least 6 feet back of the face or curb and in back of
the sidewalk. See Exhibit "B". Where curbs are not provided, they
shall be located at least 20 feet from the normal edge of the traveled
way. Maps showing the boundaries of urban areas are on file at the
Planning Department and the Department of Public Works.
C. They are in compliance with the clear road -side policies
for the particular highway involved and they are in accordance with
Instructional Memoranda 21-6-66 dated August 1, 1966, 21-11-67 dated
May 19, 1967, 30-6-67 dated May 2, 1967, 21-11-67 (1) dated June 29,
1967, 21-14-67 dated November 14, 1967, and 21-6-68 dated December
- 7 -
23, 1968 of the Bureau of Public Roads, and the AASHO Highway and
Operational Practices Related to Highway Safety dated February 1967,
or any amendments thereto. Three (3) copies of each are on file at
the Office of the County Clerk.
d. Exceptions to the lateral clearances outlined above
under Section VI.B.l.a., b, and c, may be'permitted provided such
facilities are located behind guard rails, the top of cut banks,
retaining walls, etc. See Table and Details for Pole Placement
Criteria for Cut and Fill Sections, Exhibit °C°, MIT, IIE°, and "FI',
which show the various slope ratios and the corresponding cut heights
which are considered to be natural barriers. See Exhibit nBn also.
2. On previously constructed Federal Aid Secondary County High-
ways projects, new utility poles, guys and other ground -mounted
utility appurtenances connected therewith, other than replacements,
shall be located as provided for in Section VI.B.1. above or at the
right-of-way line. See Exhibit liG,T.
a. Placement of mid -span and/or additional poles for the
purpose of correcting sub -standard vertical clearances to conform
with clearances set forth in the State of Hawaii, Public Utilities
Commission's Amended General Order No. 6 and any amendments thereto
will be permitted.
3. Where the highway border areas are of a minimum width,
considerations should be given to designs employing vertical align-
ment of wires and cables, cantilevered crossarms, added insulation
or any other similar designs permitted under State of Hawaii, Public
Utilities Commission's Amended General Order No. 6 and any amendments
thereto. Where it is not possible to meet such clearances, considera-
tion should be given to alternate utility locations or designs, such
as rerouting the facilities or converting them from aerial to under-
ground installations.
4. Where the lateral clearances outlined in Section VI.B.1.
cannot be made, and the new utility poles, guys, and other ground -
mounted appurtenances will constitute a serious and major hazard
to traffic upon the determination of the Chief Engineer, guard
rail protections shall be provided at the expense of the utility in
accordance with current State standards and NCHRP Report 54. The
County shall be responsible for the maintenance of these guard rails.
Where existing utility facilities such as poles constitute a definite
hazard to the traveling public, the County at its expense shall install
protective guard rails to provide a safe traffic environment. The
minimum lateral clearance between the face of pole and guard rail shall
be 31-0TI. See Exhibit TFTI. Three (3) copies of NCHRP Report 54 are
on file at the Office of the County Clerk.
5. Utility poles may be permitted in the median of a divided
highway provided they are located at least 30 feet from the edge of
traveled way.
6. All new utility installations involving communication or
electric power facilities shall comply with the State of Hawaii,
Public Utilities Commission's Amended General Order No. 6 and any
amendments thereto.
7. Overhead lines shall have a vertical clearance above the
highway of 18 feet or greater for telephone lines and 20 feet or
greater for electric lines in accordance with State of Hawaii,
Public Utilities Commission's Amended General Order No. 6 and any
amendments thereto.
8. The bottom of the housing of signal faces and warning
flashers suspended over roadways shall not be less than 17 feet
above the pavement grade of the center of the roadway.
9. Lighting standards shall not be permitted closer than 30
feet beyond the normal edge of traveled way unless the base of a
breakaway design or they are located behind a guard rail, but not
closer than 2 feet outside the edge of shoulder. See exceptions
under Section VI.B.l.b. and VI.B.l.d. No standards shall be per-
mitted in the shoulders.
10. Traffic signal standards shall not be permitted closer
than 2 feet beyond the face or curb on curbed highways and/or 2
feet outside the edge of shoulder on uncurbed highways.
C. UNDERGROUND UTILITY INSTALLATIONS
1. All utility installations involving pressure pipelines
shall comply with the United States of America Standards (USAS)
code for pressure piping B31.1.0, B31.4 and B31.8, American Stan-
dards Association (ASA) code for pressure piping B31.1, and State
of Hawaii, Public Utilities Commission's General Order No. 10 and
any amendments thereto.
2. All utility installations carrying flammable and combustible
products shall meet the requirements of the State Fire Marshal,
National Fire Code, State of Hawaii, Public Utilities Commission's
General Order No. 9, and local County and State codes and require-
ments and any amendments thereto.
3. The angle of utility crossing shall be generally normal to
the highway and it shall not exceed 45 degrees from normal.
4. Longitudinally, utilities shall be located on uniform align-
ment as near as practicable to the right-of-way line to provide space
for future highway construction and for possible future utility installa-
tions consistent with good engineering judgment and economic considera-
tions.
5. In areas where the transverse slopes are gently rolling,
cleared, graded and accessible to equipment, a utility shall be
installed outside of the roadway cross-section (pavement, shoulder
and cut or fill slopes).
6. In other areas where good engineering judgment and economic
considerations indicate that it would not be practical to install the
utility outside the roadway cross-section, (pavement, shoulder and
cut or fill slopes) such as in high cut and fill sections not accessible
to equipment, a utility, subject to the approval of the Highway Utility
Encroachment Committee may be located within the shoulder and median
(of a divided highway) areas as provided below:
a. Shoulder Area.
- 9 -
(1) They shall be located as close to the outer edge
of shoulder as possible.
(2) In areas where the width of shoulder is eight (8)
feet or less, no utility will be permitted to be located within the
shoulder distance of two (2) feet from the normal edge of pavement
to the inner edge of trench. See Exhibit ITHII.
(3) In areas where the width of shoulder is more than
eight (8) feet, no utility will be permitted to be located within
the shoulder for a distance of five (5) feet from the normal edge
of pavement to the inner edge of trench. See Exhibit 11H". In the
event all available spaces on both shoulders are occupied, considera-
tions may be given to permit a utility within the 5 -foot restricted
area provided the 2 -foot strip as outlined under Section VI.C.6.a.(2)
is not disturbed.
b. Median Area.
(1) They shall be located as far away from the edge
of pavement and as close to the centerline of median as possible,
but away from the median ditch.
(2) In areas where the width of median is sixteen (16)
feet or less, no utility will be permitted to be located within the
median for a distance of two (2) feet from the normal edge of pave-
ment to the inner edge of trench. See Exhibit "Pt.
(3) In areas where the width of median is more than
sixteen (16) feet, no utility will be permitted to be located within
the median for a distance of five (5) feet from the normal edge of
pavement to the inner edge of trench. See Exhibit "I". In the event
all available spaces in the median are occupied, considerations may
be given to permit a utility within the 5 -foot restricted area pro-
vided the 2 -foot strip as outlined under Section VI.C.6.b. (2) is not
disturbed.
7. Considerations will be given to the hydraulic gradient
factor of a transmission main in determining the location of their
occupancy within the highway right-of-way.
8. In heavily traveled highways, the Chief Engineer may require
utility crossings under the roadway to be installed by boring, jacking
or tunneling when ground conditions are ascertained to permit economic
application of such installation technique.
9. Utility lines shall be encased or jacketed when deemed
necessary by the Chief Engineer. Casing shall consist of a pipe or
other separate structure around and outside of the carrier line or
duct line and shall be designed to support the load of the highway
and superimposed loads thereon, and shall equal or exceed structural
requirements for drainage culverts. The casing shall be composed of
materials of satisfactory durability under conditions to which they
may be exposed. See Exhibit nAn for terminology for encasement and
other protection.
10. All utility lines carrying flammable or explosive materials
at a pressure greater than 65 PSIG within the roadway prism shall be
provided protective measures as deemed necessary by the Highway Utility
Encroachment Committee.
- 10 -
11. A utility, including manholes, will generally not be per-
mitted to be installed longitudinally within the pavement area of
the main traveled way. However, in extreme cases where the entire
rights-of-way excluding the pavement areas are fully occupied and
the utility has explored other alternative alignment such as re-
rounting the utility through county streets, considerations will
be given to permit the utility to be installed within the pavement
area of the main traveled way.
12. All manholes, handholes, etc., shall be flush with finished
grade of roadway including pavement and shoulder.
13. Fire hydrants, and other ground -mounted utility appurtenances
shall meet the lateral clearances outlined in Section VI.B.1, and
Section VI.B.2. The hydrants shall be located so as to be conveniently
accessible to fire fighting equipment and/or personnel.
(a) Breakaway type fire hydrants may be left unprotected
and delineated with RM -3 hazard markers.
(b) Fire hydrants may be placed within a cut slope just
above the ditch line.
(c) In cities, towns and urban areas, on curbed sections,
fire hydrants may be located back of the face of curb provided they
are of the breakaway type.
14. No utility will be permitted in a highway drainage culvert.
15. The minimum depth of utility lines shall be as follows:
(a) Pavement areas - minimum 3 feet from finished grade of
pavement to top of pipe, sleeve or concrete jacket. See Exhibits
nHn nln uJn and nKn,
(b) Under ditches - minimum 2 feet, 1 foot if paved.
(c) All other areas - minimum 3 -foot cover.
(d) The Highway Utility Encroachment Committee may reduce
the 3 -foot minimum clearance specified above to 2 feet if ground condi-
tions are ascertained to be of rocky material, provided the utility
lines do not encroach into the pavement structure.
(e) The minimum cover of utility service lines under sidewalk
areas and areas adjacent to the right-of-way (outside of shoulder and
pavement areas) shall be 11-611.
D. UTILITY CROSSINGS AT STRUCTURES.
1. Utility crossings at structures shall conform to:
(a) ON ACTIVE PROJECTS
1. A utility may be supported by hangers or brackets
attached to a structure and left exposed provided (1) it is shielded
from public view and is not visible from the highway, (2) it can be
accommodated without substantial increase in sections of the structure
and (3) it can be serviced without access from the highway through -
traffic roadways or ramps. See Exhibit "NT'.
2. A utility may be carried within a structure or
through a box girder provided (1) it will not adversely affect the
structure, (2) an appropriate sleeve or concrete encasement is
utilitzed, (3) it can be serviced without access from the highway
through -traffic roadways or ramps, and (4) that provisions for
servicing the utility are incorporated in the design of the utility.
See Exhibits 'ILI? and IIMTI.
3. Large utility lines or groups of lines may be
supported on a separate utility structure provided provisions for
servicing the utility are incorporated in the design of the structure.
See Exhibits 'ILI? and °M°.
4. Liquid fuel lines other than fuel oil will not be
permitted on structures.
(b) On previously constructed County proje.ts, a utility
may be supported by hangers or brackets attached to a structure and
left exposed provided they conform to the requirements of Section
VI.D.1. above. See Exhibit ItN°.
(c) GENERAL REQUIREMENTS
1. The encasing pipe shall be carried out for a minimum
of 20 feet beyond the back of the bridge abutment.
2. Support of utility lines on structure shall in no
way interfere with free movements of structure.
3. Location, size and number of utility lines per-
missible on bridge shall be determined by the County.
4. Design and installation of utility pipe lines shall
conform to the requirements of Section VI.C.1. and Section VI.C.2.
and the AASHO Policy.
(d) DOMESTIC GAS LINES
1. For gas lines, casing shall be provided with vents
near abutments.
2. The maximum size of gas lines inside box girders
shall be 6 inches.
3. Maximum pressure allowed in gas lines on highway
structures shall be 65 PSIG.
4. Gas lines and casings on structures shall be
provided with cathodic protection where necessary.
SECTION VII. REVIEWS AND APPROVAL
A. The County is entrusted with the responsibility to maintain or
cause to be maintained all completed State Highways, including Federal
Aid Secondary County Highways, as necessary to preserve the integrity,
scenic quality, operational safety, and function of the highway facility.
The County shall review and approve the location and design of all
utility and private lines installations with due considerations given
to such features as disturbance of highway facilities and interference
with their operations and detraction from its appearance - all to the
end that the difficulty of or cost of maintenance of the highway facility
will not be increased nor the service to the public jeopardized.
- 12 -
B. Adequate plans of proposed utility installation shall be sub-
mitted to the Chief Engineer for his review and approval before a
permit is issued.
SECTION VIII. USE AND OCCUPANCY AGREEMENTS
On active and completed Federal Aid Secondary County Highways
projects, the use and occupancy of the highway rights-of-way by
utility facilities shall be in accordance with the prescribed policies
and procedures of the Bureau of Public Roads PPM 30-4 dated February
14; 1969 and PPM 30.4.1 dated October 1, 1969, or any amendments there-
to. Where utility facilities are to cross, or otherwise occupy, the
rights-of-way of an active or completed Federal Aid Secondary County
Highways project, the County and the Utility shall agree in writing
as to the terms of such use and occupancy, and the manner in which such
facilities are to be accommodated thereon. The cost of any future
removal, relocation, replacement, reconstruction or adjustment of
utility facilities shall be in accordance with the provisions of Section
264-33, Hawaii Revised Statutes.
Where the utility proposes to install its utility facilities with-
in any right-of-way of an active County highway project prior to the
completion of final plans for said highway project, it is the policy
of the County of Hawaii to deny the issuance of the permit required
to be taken by the utility company under Sections V and VII of this
Ordinance, or in the alternative require the utility company to await
the completion of final plans for said project; unless the utility
company shall agree in writing to bear the entire cost of the later
relocation of any utility facility installed in such right-of-way if
such relocation should become necessary during the initial construction
of such highway project and waive any and all rights to participation
for such future relocation under existing or subsequent statutes as a
result of such initial construction of such highway project.
PART C - COMPLIANCE WITH LAWS
SECTION IX. VIOLATIONS AND PENALTIES
A. Violations: The utilities shall comply with all Federal, State
and County laws, rules and regulations, orders, ordinances, policies
and procedures, and any amendment thereto that are applicable to the
provisions provided herein.
It shall be unlawful for any person to do any act forbidden, or to
fail to perform any act required, by the provisions of this Ordinance.
B. Continuing Violation: The failure to comply with the requirements
set forth under the provisions of this Ordinance shall be deemed a new
offense for each day of such non-compliance.
C. Penalty: Any person violating any of the provisions of this
Ordinance shall upon conviction, be punished by a fine not exceeding
$500, or by imprisonment not exceeding sixty (60) days, or by both
for each offense.
- 13 -
PART D - APPENDIX
SECTION X. EXHIBITS
11
IIAii - Terminology for Encasement and Allied Protection.
°B" - Pole Placement Details - Uncurbed Highways with Guard
Rail Protection or Natural Barriers; and Pole Placement
Details - Curbed Highways.
°C° - Table for Pole Placement Criteria on Cut and Fill Sections.
nDn - Pole Placement Details for Cut and Fill Sections.
nEn - Pole Placement Details for Cut and Fill Sections.
nFn - Pole Placement Details for Cut and Fill Sections.
nGn - Pole Placement Details - Uncurbed Highways without Guard
Rail Protection or Natural Barriers.
nHii - Space Allocation of Carrier Pipes within Shoulder Areas.
(Extreme Hardship Case)
nIii - Space Allocation of Carrier Pipes within Divided Highways;
and Space Allocation of Carrier Pipes on Undivided Highways.
(Extreme Hardship Case)
nJn - Encased Carrier Pipe under Divided Highway.
°K° - Encased Carrier Pipe Under Undivided Highway.
TLn - Typical Utility Installations on Highway Structures.
°MT' - Typical Utility Installations on Highway Structures.
TIN" - Typical Utility Installations on Highway Structures.
PART E - EFFECTIVE DATE
SECTION XI. This ordinance shall take effect upon approval.
INTRODUCED BY:
Hilo, Hawaii oun Lman, County o awaii
Date of Introduction: June 7, 1972
Date of Adoption. June 21, 1972
Effective Date:
- 14 -
(G) ENCASED
WRAPPING OR COAT
CARRIER OR
CASING
(b) COATED
GROUND OR
a
RY
CRET
(d)CRADLED
TRENCH
TRENCH
OVERFILL
PIPE
r
BED
(e) WALLED
1
ON CRADLE OR
PIERS
CARRIER OR
CASING -
GROUT N,
(c)GROUTED
TRENCH
PIPE
Duct
Conduit
tCONCRETE
(f)BOXED OR JACKETED
CONCRE, P.E.
ON
HANGER
FILL\ /� �.• . _�
(g) CAPPED (h)TUNNELED OR GALLERIED
TERMINOLOGY FOR ENCASEPIIENT 8 ALLIED PROTECTION
EX16-II2?IT n4An
POLE
OVERHEAD UTILITY LINE
Subbase
RIGHT OF WAY
UTILITY POLE
POLE PLACEMENT DETAILS UNCURBED HIGHWAYS
WITH GUARDRAIL PROTECTION OR NATURAL BARRIERS
0
UTILITY POLE
Bose
Subbase
POLE PLACEtolENT DETAILS CURBED HIGHWAYS
11 - It
0"; OU" ^':I FIIS, S CT10.15
prf T r.,, ilinimum `orizontal Offset
Cut tones _d; -e r r -r. ^rt From "rottcm of Cut Slope
Eei gc:t Scual to
- ", ,
Peet
3G i'eet
2
Feet
4
Feet
Feet
4
Feet
6
Feet
4 reef.0
Feet
4
Feet
B
Feet
eet3n
ceet
6
Feet
14
Feet
..__
}-
--
1„ ft Jtt
ri
? r,yil 11;_11
Highway` Edge of Pavement
Pavement 30'
ility
CUT SLOPE: 4:1 or Flatter
Edge of Pavement
Pavement 30' 0/S Utility
i
*CUT SLOPE: 2:1
dge of Pavement
Less than 6'
Less than 4'
CUT SLOPE: i: l to 1-1/2:1
Edge of Pavement
Pavement 30' 0/S
Less than 2'
CUT SLOPE: 0 to 3/4:1
Utility
Utility
POLE PLACEMENT DETAILS FOF
CUT Sj FILL SECTIONS
�K Alternate - See Detail A, Exhibit F
t Highway
.Edge of
Pavement
Shoulder
Bottom of
Cut Slope
CUT SLOPE: 0
Shoulder
Bottom of
Cut Slope
._,_r-9_sUtility Pole
4 2" or greater
to 3/4: 1
0
CUT SLOPE: i t1
Pavement
Shoulder
Bottom of
Cut Slope
0
CUT SLOPE: I -I/2 = I
Utility Pole
4' or greater
tility Pole
4' or greater
ty Pole
greater
CUT SLOPE: 2 : 1
POLE PLACEMENT DETAILS FOP
CUT & FILL
SECTIONS
2I -0#I 3,- 0I Utility
Pole
Min.
Metal Guardrail
0)
Bottom of
Cut Slope
S\
G\�
DETAIL A
Scale : 1/2" = C-011
2I-011
Min.
Metal Guardrail
Edge of o�
Shoulder
3� - 011
DETAIL 11 B"
Scale : 1/2" = I' -011
Utility
Pole
POLE PLACEMENT DETAILS FOR
CUT & FILL SECTIONS
EXHIBIT "F" SFi�-YT � 0F -q
RIGHT OF WAY LINE-
POLE PLACEMENT
WITHOUT GUARDRAIL
(DOES NOT APPLY IF
r --%/i llmlT 11�11
TILITY
DWAY
DETAILS-UNCURBED HIGHWAYS
PROTECTION OR NATURAL BARRIERS
ADEQUATE CLEAR AREA IS PROVIDED)
1'OTE
SHOULDER SYMMETRICA
PAVEMENT
MORE THAN B'
MINIMUM S' LATERAL CLEARANCE
I 1 SUBBASE
SPIPE
TRENCH
CARRIER PIPE
Considerations [ra^ 'e Fi,,en to pereit an-asta_lation wit, in t -e 5—foot
restricted area if all ava.ila'o.e space within t=ie shcuider area are occupied,
provided the 2—foot lateral clearance speci"ied below is nct disturced.
SPACE ALLOCATION OF
CARRIER PIPES WITHIN SHOULDER AREAS
(EXTREME HARDSHIP CASE)
SHOULDER
B' OR LESS
MINIMUM 2' LATERAL CLEARANCE
BASE
E
F i I SUBBASE
* SEE NOTE EXHIBITS 'T'a' "
SPACE ALLOCATION OF
CARRIER PIPES WITHIN SHOULDER AREAS
(EXTREr..JE HARDSHIP CASE)
FXHIRIT IIIA
c
SYMMETRICAL
SHOULDER I PAVEMENT
SEE EXHIBIT "H" FOR
LATERAL CLEARANCE
I BASE
I
i SUBBASE
I
I I 1
PIPE TRENCH
LQ J ENCASED CARRIER PIPE
CARRIER PIPE
LATERAL CLEARANCE TO CONFORM TO ORDINANCES
REGULATING CLEARANCE OF UTILITIES
6' MINIMUM
4- SYMMETRICAL
MINIMUM
2'
I]ATERAL
CLEARANCE
WHERE
THE
WIDTH
OF MEDIAN IS
W OR
LESS
; MINIMUM 5' LATERAL
CLEARANCE
WHERE
THE WIDTH OF
MEDIAN IS MORE THAN 16'
SPACE ALLOCATION OF
CARRIER PIPES ON DIVIDED HIGHWAYS
(EXTREME HARDSHIP CASE)
RIGHT OF WAY
ROADWAY
SHOULDER I PAVEMENT
SEE EXHIBIT "H" FOR LATERAL CLEARANCE
31 M UM r �suesase II 1 d 31 MINIMUM*
I//-��it'----S— PIPE TRENCHam�
Ix:4SCARRIER PIPE L`1J
CARRIER PIPE
LATERAL CLEARANCE TO CONFORM TO
ORDINANCES REGULATING CLEARANCE OF UTILITIES
*SEE NOTE . EXHIBITS 'J" 9 "K"
SPACE ALLOCATION OF
CARRIER PIPES ON UNDIVIDED HIGHWAYS
(EXTI UIE HARDSHIP CAS`)
F
EXHIBIT °J"
p
w
0
z
M
w
CL
a
0
`w`^
V/
U
z
w
rs .mss
Fs
•:a
GJ
c
t� C•
u
..
F.
ci
C
nJ •�
—
L:
rl
O
'O
J
RIGHT OF WAY
— ------ ROADWAY STRUCTURE
SI-Ioll R PAVEMENT 'HOULDE
__-SU' BASE 2' Minimum,
I' If Pavec
3 Minimum —j
CASING
7s
3' Minimum
-CARRIER PIPE
"1-i't PPE t U"DLKDlVh`D HICHWAY
ENCASED C. ill �' � - I, L --n li,ij 1�.:-
NOTE:
t o.
j ed" r to 2 t i re 3.,- ne 0
!,:. 1, I I �r It -N
DUCTLIN
4
GAS CARRIER AND
STEEL PIPE CASIN
TYPICAL
SIDEWALK
REMOVABLE COVER
r
EYE
m0
LITY TR
RAILING
DUCTLINES IN
CONCRETE
JACKET
RAILING
WATER MAIN
GAS MAIN
NCRETE CRADi..
AT UTILITY TRENCH
CONCRETE BOX GIRDER BRIDGE STRUCTU.',
i7vilir.wr
DUCT LINES IN—
CONCRETE SLAB
�lqftmilow"Im
wld
LK
SIDEWAL
TRANSITE WATER'
MAIN AND CONCRETE
JACKET
COVERS
WITH UTILITY TRENCH
RAILING
�f
GAS MAIN —
WATER MAIN
UTILITY STRUCTURE
REMOVABLE COVERS
t I 1 1 7 T I
4t—DUCT LINES
AND CONCRETE
JACKET
WITH UTILITY STRUCTURE
CONCRETE SLAB BRIDGE STRUCTURE
C A I
TYPI 41W
e
z
J
a
m
Y
J
W
0
Fn
0
W
W
J0?::
W5
060
F- z J
F- m
gWa
w20
a ?i F-
J W
Y
z a
z w
_ F-
J w
cc
F- U
U z
O
O C)
0
W
F-
F W
w W
W J
F-
o u.
zLL
O
U)(/)
w
~
19
�m
w
w
O
C7
� p
W W
Q �
U)
C7 w
W~
w w
ocr a
W W
F- 0
It Z
O Q
0 -
CL
U) CO
cn w
w J
Z p
J Q
Q
F- U)
U
:D Z
00
W
ci
m
cr-
w
Hilo, Hawaii
Date: June 7. 1972
FIRST READING
AYES
AYES
NOES
A/E
Carpenter
X
De Luz
De Luz
X
X
Edwards
Edwards
X
x
Greenwell
X
Greenwell
Hisaoka
X
Souza
X
Hisaoka
Yadao
X
Yamada
X
Souza
Chr Matayoshi
X
X
9
0
0
Publication Date: June 13, 1972
Hilo, Haws
Date: June 21 1979
SECOND & FINAL READING
AYES
NOES
A/E
Carpenter
`
De Luz
X
Edwards
x
�{
Greenwell
x
Hisaoka
X
Souza
X
Yadao
Yamada
h
Chr Matayoshi
7
0
2
Publication Date:
July 3, 1972
We do hereby certify that the foregoing BILL was adopted by the County Council and published
as indicated above.
Council Chairman
County Clerk
Approved/Diseppreved this ._ - day of
Bill No. 875
Reference: C -1951L C-81
M.B.No. /77h
ORD-IMNo.
DEPARTMENT OF PUBLIC WORKS
COUNTY OF HAWAII
HILO, HAWAII
�,�emQ�ana�um
TO i County Clerk
FROM Chief Engineer
gATE:. May=o, 1972
SUBJECT: Bill for an Ordinance Relating to the Accommodation and Installation of
Utilities on Federal Aid Secondary County Highways
Pursuant to the submittal of the subject bill to the Council on May 9,
1972, the following are transmitted for filing with the Office of the County
Clerk in accordance with the proposed ordinance, three copies each:
PPM 30-4 (2/14/69; ?PPM 30-4.1 (10/1/69);
IM 21-6-66 (8/1/66); —IM 21-11-67 (5/19/67);
IM 30-6-67 (5/2/67); - IM 21-11-67 (6/29/67);
IM 21-14-67 (11/14/67);IM 21-6-68 (12/23/68);
AASHO "Highway and Operational Practice Related to Highway
Safety" (2/67)
National Cooperative Highway Research Program (NCHRP)
Report 54 (1968)
AASHO "A guide for Accommodating Utilities on Highway
Rights-of-way (10/25/69)
EDWARD HARADA
Chief Engineer
Enc.
c COUNTY OF HAWAII
0 DEPARTMENT OF PUBLIC WORKS
p y HILO, HAWAII 96720
a'y . :. 7-'
�..& ortor,41' I, 4airlxl and
�;Vunt;y ":ounci.,
aunty
Ji111'< an urdin,:ncc ,,c? cin. LX Lite
., -0 n
i I E c), 1 Cifiral ty
.'e-,ndar,
y <;un ".Iwaj
aunty
"Os and i,rixya,.:e
C tri -1Zl"- !.;!-aL 'X --V U1_T,1 11.17
uccz,irs-4-c: 1,atlt',T. C-liCy. urL:Iur, -Ile
d'Aticil c,olicv.lla.1ai: c
X
;;clr dn OriInan-c. UaZ;
die `jjl , 7 "-
ra�t of Lheill ly c -LItn
Threc
% e_14ql 0_ C:hc
L L14 � t.:Lc c' �11�. 1,01mty ',Jerk, as noto�l 07" he !,ill:
11;1 30-1': 2/14/69); 1'11 30-4.1. lo/
21-11-67
is A -i4-67 (11/14167) 14! 21-6-(j7
'`Viglnjuy and
I 11if;Irway
.;aiety (21r7), 741 Cu,Q�Uch
"rc,lr Y-- Cf-EUk
:1 tis
IrLinen�, u� )jr a
I:nty c�lerky,� y on 'i i; ;�Jj. 'Ile
Il ai' i,ml1 c
j aay.,, ;_c ;Ounty
I wwa
'r, jT (County)
:otmty Council
,,
Ifay 9, 1972
csojccts, it is recomenec(I that ti:a till for an ordinance be approved for
adoption.
her i i:n;:ineer
%Y
LIiI,! IC;$I IC1.StP.�1
i:ayor
Ln,-.
cc, :tate Iii;hway� jivisio, (w/col;y of :.i11)
:or*,oration Counsel
I'lanning DepartMent
ureau c` Flans C: :.urveys
'Wreau o i2oad Construction, �4. Ir_aiili:c: roc
Iurcau of sewers anJ Geinitation
Division c Traffic safety and :ontrol
V County Clerk
i
cc, :tate Iii;hway� jivisio, (w/col;y of :.i11)
:or*,oration Counsel
I'lanning DepartMent
ureau c` Flans C: :.urveys
'Wreau o i2oad Construction, �4. Ir_aiili:c: roc
Iurcau of sewers anJ Geinitation
Division c Traffic safety and :ontrol
V County Clerk
Bill No. 875 - 1972
AN ORDINANCE RELATING TO THE ACCOMMODATION AND INSTALLATION OF
UTILITIES ON FEDERAL AID SECONDARY COUNTY HIGHWAYS.
This bill prescribes the policies and procedures for
accommodating and installing utility facilities on the
rights-of-way of Federal Aid Secondary County Highways and
shall apply to new utility installations which are to cross
or otherwise occupy the rights-of-way of active or completed
Federal Aid Secondary County Highway projects, also to exis-
ting utility facilities which are to be retained, relocated
or adjusted within the rights-of-way of active Federal Aid
Secondary County Highway projects; further, this bill sets
forth the requirements with regard to accommodation and
installation and provides that any person violating any of
the provisions of this Bill shall upon conviction be punished
by a fine not exceeding $500, or by imprisonment not exceeding
sixty (60) days, or by both for each offense.
Date Introduced: June 7, 1972
Copies of the foregoing Bill, in full, are on file in the
Office of the County Clerk for use and examination by the public.
I hereby certify that the foregoing Bill passed first reading
at the meeting of the County Council on June 7, 1972, by the
following aye and no vote:
AYES: Councilmen Carpenter, De Luz, Edwards, Greenwell,
Hisaoka, Souza, Yadao, Yamada and Chairman Matayoshi - 9.
NOES. None.
V
STALLA TIDN l COUNTY CLERK
FEDERAL AIDS CgyDArNYr S
NIGNWAYS. CDVAl COUNTY OF HAWAII
This Wit 'OOD.M , OMc� III!
a aOdwe% b
wq ft FIwY htlnr� r rlr�i ..m.
., mm 1W ON, i; � 10) 4aYa.
Dara InhmunM, ;ON 1. 1"?
ae ary "ams "M 4f` Opt,
e^h Dark est,
'INrrlr anur NW
ORDINANCE NO. 476
(Bill No. 875-1972)
AN ORDINANCE RELATING TO THE ACCOMMODATION AND INSTALLATION OF
UTILITIES ON FEDERAL AID SECONDARY COUNTY HIGHWAYS.
Date Approved: June 21, 1972
Date Effective: Jure 27, 1972
Copies of the foregoing Ordinance, in full, are on file in
the Office of the County Clerk for use and examination by the
public.
I hereby certify that the foregoing Ordinance passed second
and final reading at the meeting of the County Council on
June 21, 1972, by the following aye and no vote:
AYES: Councilmen Carpenter, Greenwell, Hisaoka, Souza,
Yadao, Yamada, and Chairman Matayoshi -- 7.
NOES: ;done.
ABSENT AND EXCUSED: Councilmen De Luz and Edwards - 2.
i
DEPUTY COUNTY CLERK
COUNTY OF H,IWAII
OF UTI L171ES ON
` FEDERAL AID SECONDARY COUNTY
HIGHWAYS.
Date APProvad: June 21, 1912
Date Effective: June 27, 1772
coplee of Me foregoing Ordinance, in
full, are on file in Me Office d the County
Clerk for Into and esaminatlan by Me
Public.
I ashy, certify that Me Nredokly Or-
dllNlal MW second aryl Hha1 readbp at
the M@dW* a Me County Council an June
21, 1972, by Me felbwin, it, and tee YON:
AYES: Caancll CsflNlfs, Green..
Wei, Hisbb, Scuee, YWee, ra.
mWa, see Chairman Mateyo.
1111-7.
NOES: Hale.
ABSENT AND EXCUSED: Council.
man De Lux and Edwards -2.
ROBERT S. SVJI
DEPUTY COUNTY CLERK
COUNTY OF HAWAII
(171—Hewaii Tribune Hereldl July 2,
19]2.)
Tadashi Suzuki
COUNTY CLERK
OFFICE OF THE COUNTY CLERK
COUNTY OF HAWAII
HILO, HAWAII 96720
N,aayor Shunichi Kimura
County of Hawaii
I.(i1o, ,iawaii
Z hereby tratani.t Ordinance hill No. 875
the County Council on second and final reading,
COUNTY CLERK
Incl,
Dated: June 21, 1972 ClII(w
Robert. Shioji
DEPUTY COUNTY CLERK
pass".d by