County Commissioner Ordinance - November 20111
COMMISSIONERS ORD[NANCE 2011-i
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Filed For Record in
GI2SON COUNTYr IHDIANA
DEBBIE S 6lETHIHGTDNr RECORDER
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COUHTY O�D .00
WHEREAS, the Board of Countv Commissioners of Gibson County, state oF
Indiana, has the responsibilitv and dut}� to provide for the maintenance and construction
Instrunent PG
of streets and roads within the Gibson Count�� Road 5vstem: and. 20120ooU0556
WHEREAS, said Board further has the responsibility and function to determine
���hether certain ne«�Iv constructed roads are admitted into the Gibson Countv Road
Sti�stem: and.
1VHEREAS; said Board desires to adopt uniform reeulations for all streets and
roads proposed for acceptance into the Gibson County Road S}�stems;
NO��r THEREFORE. BE IT RESOLVED that all Streets and/or Roads in Gibson
County, Siate of Indiana, shall be prepared in the follo���ine manner to be considered for
acceptance into the Gibson Count}= Road System:
L RIGHT-OF-�VAY:
Fifry (50) feet minimum; t�venry-five (2�) feet on each side of the center-li�e.
2. PAVEMENT WIDTH:
The �vidth of surface shall be a minimum of t�venri� (20) feet.
3. SHOULDERS:
The �vidth of shoulders shall be three (3) feet on each side of the pavement. The
material for shoulders shall be #53 Compacted Aeeresate Base conformine to
current Indiana Department of Transportation Specifications and Standazds.
4. CURBS:
The curbs shall be a COMBIIVED CURB AND GUTTER Type hventy-four (24)
inches from front to back of a type approved prior to use b�� the Gibson County
Highwav Eneineer or a representative designated b}� the Board of County
Commissioners of Gibson County. Twenty-eieht (28) feet overall.
This provision is optional.
.
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� Instrument PG 2 OF
-- 201200AUD556
�. SUB-GRADE:
The sup-arade shall be free of all veeetation; organics. roots, and unsuitable soil.
All embanl:ments shall conform ro good conswction practices and shall be
constructed of soils that «�ill compact to: 9�% Standard Proctor AASHTO T-99
and AASHTO T-90. All soil materials will be placed in eight (8) inch loose lifts.
The sub-erade prior to the placement of Stone or Gravel aeeregates shall be rolled
to their masimum densin� and all spongy and yielding material shall be replaced
with material suitable for compaction. All top-soils shall be removed. PRIOR
TO GRADNG OPERATIONS. THE COUNTY HIGH�6'AY ENGINEER OR A
REPRESENTATNE OF THE BOARD OF COM�4ISSIONERS MUST BE
NOTIFIED IN ORDER FOR INSPECT[ON OF THE GRADING OPERAT[ONS
DURING CONSTRUCT[ON. ALL SUBRADE MATERIAL SHALL BE
COMPACTED AND TESTED WITH A NUCLEAR DENSITY GUAGE.
6. P[PE STRUCTURES:
The minimum shall be fifteen (1 �) inches aluminum or fifreen (1 �) inches round
corrugated metal pipe. Length: minimum under propertv entrances ���i11 be
t��°enty-four (24) feet. Drainaee areas for all structures under the main road���a��s
must be calculated in order for correct size of structures to be placed, and this
must be done b�� a Registered (licensed) Eneineer or Registered (licensed) Land
Survevor and appro��ed by the Count�� Hieh�t�av Eneineer, County Sun�e��or or
Representative of the Board of Countv Commissioners of Gibson County.
7. AGGREGATE BASE:
After the preparation of the sub-erade has been completed and approved to the
above requirements:
a. Four (4) inches of #2 Limestone conforming to the Indot Standard
Specifications shall be placed. The stone ��oids shall be choked or filled
with minimum three (3) inches #�3 Limestone and rolled until keyed with
a self propelled smooth drum roller and/or vibratory roller.
b. Afrer the four (4) inches of #2 Limestone or Gravel then three (3) inches
of #�3 compacted aeereeate conforming to the INDOT specifications shall
be placed and this shall be proof rolled with a self propelled smooth drum
roller or vibratory type equipment, may be used.
c. The above material will total seven (7) inches in depth and shall be placed
a total «�idth of thiRy (30) feet.
d. The cro���n shall conform to the finish surface '/< of an inch per foot. Total
equals three (3) inches in rivelve (12) feet.
,; : :
Instrunent FG 3 OF
201200000556
8. BITUIviINOUS SURFACE:
The aeereeate base �vill be primed ���ith MG70 at a rate of 0.2� to 0.80 eallons
per square yard dependine on the condition of the surface. No course shall be
placed on a primed surface until the bimminous tack coat material has penetrated
and the surface is drv.
a. Material for the (n��o) 2 inch surface shall be Hot Mix Asphalt Pavement
T��pe A (#11 Stone).
b. Surface Thickness: T�vo (2) inches ���hen compacted. Place 220 pounds
per square yard.
c. Material for the Intermediate Course shall be Hot Mix Asphalt T�Pe A(#8
Stone). Light traffic shall have a minimum of four (4) inches of
intermediate HNiA. Placed at 440 pounds per square ��ard.
d. Medium Traffic Intermediate Thicl:ness: six (6) inches when compacted.
Placed at 660 pounds per square yard.
e. Heavy traffic pa�ement sections shall be desiened by an Indiana Licensed
Professional Eneineer and be submitted to the Commissioners for
approval.
E Compaction: Self Propelled Smooth Drum Roller.
g. Placement: B}� machine in one lay for all surface courses.
9. DITCHES:
Minimum of One (1) foot below the outer edee of shoulder on a maximum 3:1
slope, and of sufficient size to carry the surface watec A PAVED SIDE DITCH
���ill be required on slopes over eight percent (8%), A RIP RAP L[NED DITCH
���ill be required on slopes benveen four percent (4%) and eight percent (8%), and
a sodden D[TCH «�ill be required on slopes less than four percent (4%), but
ereater than (2%). All ditches �i�ith less than 2% mav be seeded and svau�ed. All
road side ditches shall conform to all INDOT Specifications and shall be desiened
bv a professional engineer or a professional land sun�eyor and shall be approved
by the Countv Hiehway Engineer and the Commissioners Representative.
10. SEED[NG AND SODDING:
All disturbed areas will be seeded and covered with stra«� to prevent erosion, and
where required by the Engineer or Representative soddine will be placed. All
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Instrument PG 4 OF E
201200000556
seedine and sod requirements must conform to INDOT and IDEM Specifications.
EVIDENCE OF EROSION WILL REJECT THE ACCEPTANCE.
[N WITNESS WHEREOF, Commissioners Ordinance 2011-� has been adopted
by the Board of County Commissioners of Gibson County, this day of
Novembec 2011.
BOARD OF COLNTY COMD9ISSIONERS
OF GIBSON COUI�'TY
Bob Townsend. President
Gerald Bledsoe. VP
Alan Douelas. Commissioner
ATTEST:
C.T. Monteomery, Auditor
�.
InstrunenE PG 5 OF
20120DDOOSSb
NOTICE TO TAXPAYERS OF READING
OF COMMISSIONERS
ORDINANCE 2011-5
Notice is eiven to the taxpavers of Gibson County, that the Gibson County
Commissioners will consider at their reeulaz meetine place at the North Annez, at 6:00 PM on
the 1�`� dav ofNovembec 201 l, the second readine of Commissioners Ordinance 201 I-� and
adoption of uniform regulations for all streets and roads proposed for acceptance into the Gibson
County Road System.
WHEREAS, the Board of County Commissioners of Gibson County, state of Indiana, has
the responsibility and dut�� to provide for the maintenance and construction of streets and roads
���ithin the Gibson Counn Road S��stem: and.
��'HEREAS. said Board further has the responsibility and function to determine whether
certain ne���lv cons[ructed roads are admitted into [he Gibson Countv Road S��stem: and.
��'HEREAS, said Board desires to adopt uniform regulations for all streets and roads
proposed for acceptance into the Gibson County Road Systems;
NO�W THEREFORE, BE IT RESOLVED that all Streets and/or Roads in Gibson County,
State of Indiana, shall be prepared in the follo���ine manner to be considered for acceptance into
the Gibson County Road System:
I. RIGHT-OF-�VAY:
Fifry (�0) feet minimum, t�venty-five (2�) feet on each side of the center-line.
2. PAVEMENT �VIDTH:
The width of surface shall be a minimum of t«�enri� (20) Feet.
3. SHOULDERS:
The width of shoulders shall be three (3) feet on each side of the pavement. The material
for shoulders shall be #�3 Compacted Agereeate Base conforming to current Indiana
Depar[ment of Transportation Specifications and Standards.
4. CURBS:
4��
Iastrunent PG 6 OF
201 ZOD000.556
The curbs shall be a COMBII�'ED CURB AND GUTTER Type t���enty-four (24) inches
from front to back of a type appro��ed prior to use by the Gibson County Hieh�vay
Engineer or a representative desienated by the Board of County Commissioners of
Gibson County. T���enty-eisht (28) feet overall.
This pro��ision is optional. �
5. SUB-GRADE:
The sup-grade shall be free of all veeetation; organics, roots, and unsuitable soil. All
embankments shall conform to good conswction practices and shall be constructed of
soils that �vill compact to: 9�% Standard Proctor AASHTO T-99 and AASHTO T-90.
All soil materials �vill be placed in eight (8) inch loose lifts. The sub-2rade prior to the
placement of Stone or Gra�•el aeeregates shall be rolled to their masimum density and all
sponey and yieldine material shall be replaced �vith material suitable for compaction. All
top-soils shall be removed. PRIOR TO GRADING OPERATIONS, THE COLTNTY
HIGHWf\Y ENGINEER OR A REPRESENTATNE OF THE BOARD OF
COI�4M[SSIONERS MUST BE NOTIPIED IN ORDER POR [NSPECTION OF THE
GRADING OPERATIONS DURING CONSTRUCT[ON. ALL SUBRADE
A-tATER[AL SFIALL BE COMPACTED AND TESTED �'�'ITH A NUCLEAR
DENSITY GUAGE.
6. PIPE STRUCTURES:
The minimum shall be fifreen (I �) inches aluminum or fifteen (1 �) inches round
corrueated metal pipe. Length: minimum under property entrances will be t�venty-four
(24) feet. Drainaee areas for all structures under the main roadwa}�s must be calculated in
order for correct size of structures to be placed, and this musi be done by a Reeistered
(licensed) Engineer or Registered (licensed) Land Sun�e��or and appro��ed by the County
High�i�ay Eneineer, Countv Surveyor or Representative of the Board of County
Commissioners of Gibson Countv.
7. AGGREGATE BASE:
After the preparation of the sub-grade has been completed and approved to the above
requirements:
a. Four (4) inches of #2 Limesrone conforming ro the Indot Standard Specifications
shall be placed. The stone voids shall be choked or filled with minimum three (3)
inches #�3 Limestone and rolled until ke}�ed with a self propelled smooth drum
roller and/or ��ibrator�� roller.
b. Afrer the four (4) inches of #2 Limestone or Gravel then three (3) inches of #53
compacted ageregate conforming to the INDOT specifications shall be placed and
this shall be proof rolled «�i[h a self propelled smooth drum roller or ��ibratory
type equipment, mav be used.
���
Instrument PG 7 OF
201200DD0556
c. The abo��e material will total seven (7) inches in depth and shall be placed a total
width of thirty (30) feet.
The cro��m shall conform to the finish surface '/< of an inch per foot. Total equals
three (3) inches in h�-el��e (] 2) feet.
8. BITUMINOUS SURFACE:
The aegreeate base will be primed with MC-70 at a rate of 0.2� to 0.80 gallons per
squaze yard depending on the condition of the surface. No course shall be placed on a
primed surface until the bituminous tack coat material has penetrated and the surface is
dn�.
a. Material for the (two) Z inch surface shall be Hot Mis Asphalt Pavement Type A
(# 1 1 Stone).
b. Surface Thickness: T��ro (2) inches when compacted. Place 220 pounds per
square ��ard.
c. Material for the Intermediate Course shall be Hot I�4i� Asphalt Type A(#8 Stone).
Lieht traffic shall have a minimum of four (4) inches of interniediate HMA.
Placed at 440 pounds per square yard.
d. Ntedium Traffic Intermediate Thickness: six (6) inches �vhen compacted. Placed
at 660 pounds per square vard.
e. Hea�n� traffic pavement sections shall be desiened by an Indiana Licensed
Professional Eneineer and be submitted to the Commissioners for approval.
f. Compaction: Self Propelled Smooth Drum Roller.
g. Placement: By machine in one lay for all surface courses.
9. DITCHES:
Minimum of One (1) foot belo�v the outer edge of shoulder on a ma�;imum 3:1 slope, and
of sufficient size to carry the surface water. A PAVED S[DE DITCH �vill be required on
slopes over eieht percent (8%), A R[P RAP LINED DITCH „�ill be required on slopes
behveen four percent (4%) and eight percent (8%), and a sodden DITCH �ti�ill be required
on slopes less than four percent (4%), but ereater than (2%). All ditches with less than
2% mav be seeded and sva�ved. All road side ditches shall conform to all INDOT
Specifications and shall be designed by a professional eneineer or a professional land
sun�eyor and shall be approved by the County Highway Engineer and the Commissioners
Representative.
. . . g �$
I�strument PG 8 OF
- 20120000055b
10. SEEDING AND SODDING:
All disturbed azeas will be seeded and covered �ti�ith stra�v to prevent erosion, and where
required by the Engineer or Representative sodding will be placed. All seedine and sod
requirements must conform to NDOT and IDEM Specifications. EVIDENCE OF
EROSION �VILL REJECT THE ACCEPTANCE.
[N \i'ITNESS �1'HEREOF. Commissioners Ordinance 201 1-� has been adopted b�� the
Board of Count}� Commissioners of Gibson County, this I St�' da}� of November, 20l 1.
BOARD OF COUNTY COMMISSIO\1ERS
OF GIBSON COINTY
�
��/ih�GU/ZG1P �
TBob To�vnsend. President
��J�6'�'� �E��+�
Gerald Bled�er� K�
���J
Alan Douelas. Commi sioner
ATTEST:
C.�. �
C.T. Montgomerti; A ditor