07-75 Ordinance
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. RECORD OF ORDINANCES 269
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National Graphics Corp., Cols., O. ~ Form No. 2806-A
Ordinance No. ____Z=Z2__nm_m_ p assed__n___,m___m_~_~mJ}m----m----19 __26-::-
ORDINANCE ADOPTING MINIMUM CONSTRUCTION SITE REQUIREMENTS
IN THE VILLAGE OF DUBLIN, OHIO
~ WHEREAS, the Village of Dublin is in need of standard minimum construction
requirements within the Village;
NOW THEREFORE, BE IT ORDAINED by the Council of the Village of Dublin, State
of Ohio, ~ of the elected members concurring;
SECTION 1. That it shall be unlawful for any person to proceed with any
Sidewalk or Driveway construction or repair work within the public right-
of-way limits of the Village of Dublin, Ohio, unless such person shall have
registered with the Village Building Inspector and shall have paid the
annual fee of Ten Dollars (10.00 ) for such registration.
SECTION 2. That such applicant for registration shall satisfy the Village
Building Inspector as to his ability to properly proceed with the construc-
tion. Each application shall be accompanied by a bond in the sum of Five
Hundred Dollars ($500.00) with good and sufficient surety to the satisfac-
tion of the Village Building Inspector, conditioned that such person will
pay any/all damages to any property of the Village caused by or arising
I out of such construction or repair work, and shall indemnify and save harm-
less the Village from any damages and/or expenses arising out of said con-
I struction or repair work.
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I SECTION 3. That before proceeding with any construction project in which
I 0 it is desired or may be necessary to drive across curb, tree lawn, or side-
walk, the permit holder shall cut the curb for a sufficient width at the I
location of the contemplated permanent driveway so as to prevent damage
to the remainder of the curb, and if there is no curbing, he shall install
in the ditch paralleling the street, tile of sufficient size, but not less I
than twelve (12") inches, to prevent the backing up of water in the ditch and
shall cover the tile with crushed stone or gravel to the level of the
existing road for a width sufficient to allow trucks carrying building
. supplies to pass over. Thereafter no vehicle shall be driven across the curb
l tree lawn, sidewalk or ditch except by way of said curb cut and proposed
dri veway. Said person shall take such further action as may be necessary
to prevent the formation of ruts, depressions or other obstacles or hazards
to pedestrian travel along the tree lawn or sidewalk. All of said work
shall be done under the supervision and to the satisfaction of the Building
Inspector, who shall have the authority to determine the width, depth and
manner of cutting the curb or laying tile and the type of protection of
the sidewalk and tree lawn.
Not later than two weeks after commencement of construction, the owner shall
construct a driveway of gravel or crushed stone extending from the side of I
the road nearest the site a distance of forty (40) feet or to the building I
set back line. When said structure is completed, said driveway shall be com-
pleted in compliance with Section 4.
SECTION 4. That all Driveways shall conform to Drawing 1, Section 407 of
D the Village of Dublin Subdivision Regualtions, and the following:
A. Location: The driveway shall be so located that all protions thereof
shall come within the limits of lot lines extended to the existing curb
or pavement, unless the Council by special resolution shall authorize
a different location, which resolution shall specify the location author-
I ized. In case water hydrants, light standards, telephone poles or other I
I existing structures conflict with the location decided upon, the Building
Inspector may require such structure to be removed, provided that removal
I is practicable.
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I The property owner shall deposit in advance with the owner of said
I structures a sum sufficient to cover the full cost of removal and re- I
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I location.
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National Graphics Corp., Cols., O. ~ Form No. 2806-A
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Ordinance NO._mmmm_mmm_ P assed____nnnn__n____nnnn____________nn____u19 un_. -- I
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B. Removal of Curb: The minimum length of removal of existing curb shall
be 16 feet. In cutting the existing curb, care shall be taken so that
the cut shall be vertical and at right angles to the line of curb.
Five feet shall be the minimum length of the block or blocks
C of curb left in place, otherwise a full block of existing curb shall
be removed and replaced. Replaced work shall conform in all respects in
character and kind to existing work. The minimum width of driveway,
from the curb line to the lot line, shall be ten (10) feet. I
C. Character of Work: All driveways shall be paved with concrete from
the back of the curb line (or, if there be no curb, from the street
pavement) to the lot line. Asphaltic concrete will be permitted where
there are no curbs. Concrete shall comply with the provisions of
Section 3 (G) and shall have a minimum depth of six inches throughout.
Asphaltic concrete shall be of a type and depth as to have sufficient
stability to withstand the use to which the driveway may be put.
Where concrete sidewalks are in place in front of the property, that
portion of the driveway crossing the sidewalk section shall be constructej
of concrete. To provide fore expansion, a 1/2 inch pre-moulded expansion
joint extending the full section width of the curb and gutter shall be
placed at each side where the driveway joins the existing curb and also
in the center of said curb and gutter section. All work shall be subject
to the approval of the Building Inspector who may order the removal of
any work which does not comply herewith. Where drainage ditches are
permitted, a reinforced concrete pipe of sufficient size as determined
by the Building Inspector shall be placed under the drive.
D. Existing Structures: Existing drain tile shall be maintained in work-
able condition and if disturbed shall be properly replaced. If no drain
C tile exists, a drain tile shall be inserted. Where electric cable exists I
a 2 inch fiber duct shall be placed around the cable in such a manner
as to leave the cable free to be pulled and replaced. If no electric
cable exists and if the street is improved with curbs and gutters, a
2-inch duct shall nevertheless be inserted to care for future calbes.
Valve boxes, land monuments, and any existing structures encountered
shall be properly protected and cared for.
E. Where the sidewalk is adjacent to the curb, the Building Inspector may I
make such adjustments to Drawing 1, Section 407 of the Village of
Dublin Subdivision Regulations as are necessary to prevent damage to the
street, curb or sidewalk and provide for as smooth an entrance as possibl .
F. Limitation on width and number:
I 1 . No driveway in a residential zoning district (except P.U.D. zoning)
shall exceed 26 feet in width at the curb line or 20 feet in width
at the street right-of-way line.
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I 2. No driveway entering a state highway within this Village (whether
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I or not the premises served thereby are within the Village limits)
I shall exceed 30 feet in width, nor shall there be more than one drive I
way entering a state highway for each 200 feet of frontage of the I
premises on such highway, nor more than one such driveway for any I
~ one lot or parcel of land fronting 'on ~uch highway; provided that I
the Council may waive the'limitations of fhis paragraph, for2g6Ba
cause in which the public interest will not be prejudiced thereby. .
SECTION 5. That sidewalks within the confines of the right-of-way shall
be of Portland Cement concrete, of monolithic construction, located one
(1) foot from the P/L .. and shall have a width of four (4) feet unless a
different width shall be provided by Council Resolution or Ordinance I
ordering sidewalk construction, and shall be constructed as hereinafter
set forth. Unless Council has specified the location of sidewalks in its
I legislation ordering their construction, the Village Council may authorize
the construction of sidewalks more than five (5) feet from the curb (but
I not nearer the property line than six (6) inches), upon determination that
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I such location will not detract from the utility or appearance of such side-
I walk, or be objectionable in other respects.
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RECORD OF ORDINANCES 273 j
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National Graphics Corp., Cols" O. ~ Form No, 2806-A
Ordinance No .m_mm__nnmn___ P assed____n____nn ____n__uu____________nn_________19 h___' __
A. Thickness. All concrete walks shall have a'minimum thickness of four
(4) inches except within the limits of driveways where the minimum
thickness shall be six (6) inches.
0 B. Grade. Wherever sidewalk meets existing curb, the sidewalk shall be
one inch (1") above the curb. Where walks are parellel with the
curb, the near edge of the walk shall be three-eights of an inch higher
for each foot the sidewalk is distant from the curb, and a grade if
across the,walk graded with a rise of three-eights of an inch per foot
from the sidewalk to the property line. The slope may be varied as
directed by the Building Inspector if necessary to conform to existing
structures or grades.
C. Expansion Joints. Expansion joints one-half inch thick of suitable I
asphaltic felt or joint materials shall be provided in all instances
where sidewalk meets curb, structures, poles, boxes or where joining
existing walks or concrete structures and at intervals of approximately
16 feet across walks.
D. Preparation of Subgrade, the subgrade. The sub grade shall be brought to
an even, compact surface, uniformly 4" below the finished surface of the
walk, 6" below for driveways. Soft or spongy earth, vegetable or other
perishable matter shall be removed and the space filled with gravel or
broken stone and thoroughly compacted by ramming. Wherever a fill is
necessary to support the sidewalk, material for the fill shall be spread I
in 4" layers and each layer rolled or rammed with iron tampers. I
E. Structures Encountered. The Contractor shall adjust main line or
C hydrant valve boxes, water or gas service boxes and manholes in the area
of the walks to conform to the finished grade.
F. Forms. Forms for concrete sidewalk shall be of wood not less than 2
inches nominal thickness or of steel of equal rigidity. Flexible strips
shall be used on curves. The forms shall be set true to line and grade
and be securely staked and held.
G. Material. Portland cement concrete for sidewalks shall be Class "C"
concrete as described under "Item 499, Concrete, General" in the City
of Columbus, Construction and Material Specifications, except that all
coarse aggregate shall be of the quality as specified for super-structure
concrete, Sec. 703.02. In general this shall contain a minimum of 6.5 ba ~s
of cement for c. y. of concrete and have a maximum net water content of 5.7)
gallons per bag of cement. The materials used shall not cause any dis-
coloration of the finished surface. Such adjustments shall be made in
the materials, proportions and methods of mixing as may be necessary to
entrain 4 to 7 percent air in the concrete. When placed, the slump of
the concrete shall not exceed 3 inches. The Village may order two test
cylinders, 6 inches by 12 inches, made from each 1500 square feet of side
walk placed. If so ordered, the contractor shall make the test cylinders,
cure them and transport them to an approved laboratory for testing. One
copy of the report of the cylinder test shall be promptly delivered to
the Village. The cost of making curing, transporting and testing the
~ cylinder shall be included in the price bid for the sidewalk.
H. Placing and Finishing. The sub grade shall be adequately moistened
just before the concrete is placed. The concrete shall be deposited
- and compacted in a single layer. It shall be struck off with a template
and smoothed with a float to produce a sandy texture. The edges shall
be rounded to 1/4 inch radius. The surface of the sidewalk shall be
divided into blocks by the use of a grooving tool. The grooves shall be
spaced equally at 4 foot intervals to divide the walk into square blocks.
Additional grooves shall be placed over roof drains, at changes in walk
thickness, and at other places as directed by the Building Inspector.
A true expansion joint extending through the entire thickness and filled
with expansion joint material shall be placed at every fourth joint or at
intervals of approximately every 16 feet.
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. RECORD OF ORDINANCES 275 y I
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National Graphics Corp., Cols" O. ~ Form No, 2806-A I
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Ordinance NO.mnmmm___mnn P assedn_nn__nn_ n_nnnnnn__n_nn_n ___n_n__19 __n_. __ .
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1. Curing and Protection. After finishing, the concrete shall be sealed
by spraying thereon a membrane curing material in such a manner as to
provide a continuous, uniform water-impermeable film without marring the
(1 surface of the concrete. A minimum of one gallon of material shall
U be used per 200 square feet of surface treated. The curing material sha 1
be of such a nature that it is distinctly visible for at least 4 hours
after application but shall produce no permanent discoloration of the
concrete. I
Sidewalks shall not be laid on frozen ground or at a time when freezing
temperatures prevail. The Contractor shall protect all concrete
placed at such times as freezing temperature may be encountered.
J. Clean-Up. As the walk is completed and forms removed the Contractor sha 1
immediately backfill the excavation, remove all surplus material and lea e
the walk and sod strip entirely free from any objects or material that
may endanger the public.
K. Roof Drain Replacement. Existing roof drains passing through the side-
walk area shall be protected when they are at such a grade that the
top of the pipe barrel is at least three inches below the top of the sid ~-
walk or finished grade of the sod strip. Drains having less than three
(3) inch cover shall be lowered or replaced for such length as neces-
sary to get cover and to meet the existing pipe grade in the lawn.
Pipe used for replacement shall be 4" nominal diameter standard strength
vi tri fied clay pipe; "D" quality asbestos cement pipe; "C" quality
rigid plastic pipe or standard strength cast iron soil pipe. In all
0 cases the joints between sections shall be sealed by method appropriate
for the_'pipe being used. Where the replacement pipe is of different
type from the existing pipe the joint between the two shall be made
watertight and mechanically secure.
If the replacement pipe is carried through the curb, the curb opening
shall be cleaned out and mortared up in a manner satisfactory to the
Building Inspector after the replacement pipe is installed. I
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SECTION 6. That the requirements for the grading and draining of I
building lots shall be as follows:
A. The foundation walls of every dwelling house, and every other building
having a basement under any part thereof, shall be constructed to an
elevation at least four inches higher than the top of the abutting
street, (measured at the mid-point of the lot frontage), plus a height
equal to one-half inch for each foot of distance from such building
to the abutting street curb. The finished grade of the ground from
the front of such building to the street shall slope toward the street
I at the rate of not less than one-half inch to the foot, throughout all
I portions of said front yard.
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B. For a distance of at least four feet from the other walls of such buildi g, I
the ground shall slope away from the building at a grade of not less I
than one inch to the foot. I
I a C. Where it is not practicable to grade the lot so as to provide natural
run-off of surface water from the entire lot to a street, storm sewer or I
other approved outlet, a drainage line or lines of field tile, vitrified
tile, or other non-porous pipe of acceptable size shall be installed, .
with proper inlets to drain any part of the lot which would otherwise I
collect and impourtd'; water. The materials and method of installation
of such lines shall be determined by the Building Inspector. Such
drainage lines shall lead into the street, storm sewer or other outlet
I approved by the Building Inspector.
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. RECORD OF ORDINANCES
National Graphics Corp., 'Cols" O. ~ Form No. 2806-A
Ordinance NO.m_m'mm__m_m_ P assed______________u___________________________________1 9 --------
D. The lot grading and drainage herein required shall not thereafter
be changed by any owner, occupant or other person in control of the
premises in such a way as to diminish or impede the run-off of water
U from such lot, away from any building, toward the street, storm sewer, 0
other approved outlet.
E. The Building Inspector shall have the power to modify the foregoing
provisions and to make additional or substituted requirements on hill-
side lots, corner lots, and in other individual cases where, because
of unusual topographic or other problems, the above requirements would
not produce the results sought, or where other grading or drainage
treatment would produce equal or better results. I
F. Where curbs and gutters have not been installed, or required, in the
abutting street the foundation and lot grades shall be predicated upon I
the proposed grade of the abutting street as established by Village
Council.
SECTION 7. That whoever violates this Ordinance shall be fined not more
than Fifty Dollars ($50.00) per day so long as the violation persists.
SECTI ON 8. That this Ordinance shall take effect and be in force from and
I after the earliest period allowed by law.
Passed this 17 day of February, 1975 Wilbur D. Ulrey
President Pro Tempore
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I Joseph R. Dixon
Mayor-Presiding Officer
I ATTEST:
Richard Termeer
Clerk-Treasurer
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. . ! RECORD OF ORDINANCES
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National Graphics Corp., Cols., O. ~ Form No. 2806-A I
p assed_m__m;C~____Ll__m___ _____m___m_19 }_'C" I
Ordinance No.__Z-:}5_m_m___m_ j
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ORDINANCE AOOPTING MINIMUM .CONSTRUCTION SITE REQUIREMENTS IN THE
VILLAGE OF DUBLIN, OHIO
WHEREAS, the Village of Dublin is in need of standard minimum
construction requirements within the Village;
NOW THEREFORE, BE IT ORDAINED by the CmIDcil of the Village of
Dublin, State of Ohio, 0- of the elected members concurring;
SECTION'l. That it shall be lll1lawful for any person to proceed
with any Sidewalk or Driveway construction or repair work within the public
right-of-way limits of the Village of Dublin, Ohio, lll1less such person shall
have registered with the Village Building Inspector and shall have paid the
annual fee of Ten Dollars ($10.00) for such registration.
SECTION 2. TIlat such applicant for registration shall satisfy the
Village Building Inspector as to his ability to properly proceed with the
construction. Each application shall be accompanied by a bond in the sum
of Five Hlll1dred Dollars ($500.00) with good and sufficient surety to the
I '"I satisfaction of the Village Building Inspector, conditioned that such person
will pay any all damages to any property of the Village caused by or arising
ilU out of such construction or repair work, and shall indemnify and save harmless I
the Village from any damages and/or expenses arising out of said construction
or repair work. I
I SECTI ON3 . That before proceeding with any construction project in I
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I which it is deslred or may be necessary to drive across curb, tree lawn, I
or sidewalk, the permit holder shall cut the curb for a sufficient width at
I the location of the contemplated permanent driveway so as to prevent damage I
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I to the remainder of the curb, and"if there is no curbing, he shall install in
I the ditch, paralleling' ,the street, tile of sufficient size, but not less than r
twelve (12") inches, to prevent the backing up of water in the ditch and
shall cover the tile with crushed stone or gravel to the level of the
existing road for a width sufficient to allow trucks carrying building
supplies to pass over. Thereafter no vehicle shall be driven across the
curb, tree lawn, sidewalk or ditch except by way of said curb cut and
proposed driveway. Said person shall take such further action as may be
necessary to prevent the formation of ruts, depressions or other obstacles or
hazards to pedestrian travel along the tree lawn or sidewalk. All of said
work shall be done lll1der the supervision and to the satisfaction of the
Building Inspector, who shall have the authority to determine the width,
depth and manner of cutting the curb or laying tile and the type of protection
of the sidewalk and tree lawn.
G Not later than two weeks after commencement of construction, the
owner shall construct a driveway of gravel or crushed stone extending from
the side of the road nearest the site a distance of forty (40) feet or
to the building set back line. When said structure is completed, said
driveway shall be completed in compliance with Section 4.
SECTION 4. That all Driveways shall conform to Drawing 1, Section 407
of the Village of Dublin Subdivision Regulations and th f 11 .
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I! R~CORD 05= ORD~NANClES
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. l' . .,....... _ Divi.iom of nati~ :11
I C.olumbus Blank Book Co" Hccr 1 nntmg Co" Cols., O. "'1;:,':;',1"" ,gr"~lIcs ' Form No. 2806-A
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'I :' ... 0 rdil1ance NO..n m..mmmmnn p ass.Lnm..n.. ..nnmnnCm.m. m. .mmm19 m:...
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'j I ; A. Lacatian: The driveway shall be so. lacated that all .
H ~ i ~portiansthereof shall came within the limits af lat
r\ \ ,lines extended to the existing curb ar pavement,
\1 ,_'_, i unless the Cauncilby special resalution shall
\ .{ 1 I autharize a di,fferent lacatian, which resalutian shall I
11 '" I specify the lacatianautharized.' In case water
:\ ..-.' I h~c;1ra~ts f light standards ~ te17phane' pales <:>r athe~
ii I ex~st7ng structures confllct w~ththe,lacatlan dec~ded
I.i \ upon, the Building Inspector may require such structure
!! ,:"-:'. ._.,__...,___.__' t.~ pe reI}1aved., pra.yided .:that' removal is practicable.
! q' '" The praperty o.wner shall deposit 'in'cluvanc'e wit.:.h the"--" ,.....'
: \1 o.wner af s~iq 'structures, a s~m suffi?ietit to. caver :
: II the full cast pf ~emovaland reloca~lan. !
, II B. Removal of Curb: The m~~imum length of removal of ';'
, ; ,I,ll existing curb shall be 16 feet. In cutting the existing.
~i I curb, care shall be taken so .that the 'cut, shall be " :
"I II vertical and at right angles to. t.he ),i:r1e. af curb . Five '
1 II feet shall be ~'1e minimum length af the ,black or blacks:
i ' iI' i " af curb left in place" ,atherwis'e a full black af " ~':
! III existing curb shall be removed and replaced. Replaced~,
I I' wark ,shall canfarm ,in all respects in character and ' '.:
II III I ,'kind to. eXisting'War,'~~ The minim,um' Vlid,t,h af' driveway, ,.':'
, ::1 (\ , I fram tpe curb lin~ rP the lo.t line, ~hall be ten. (10) ';
I i'!l \ \1 ,. feet. .', i
\Il\ u '\ I. :' Ie.. ':, Character af Wark: All driveways shall be paved with \
[I r'-: \.' '," ,;i:: ' , ': _cancrete ,fram the back af the curb 'l~ne (ar, ,if th<;re e:
1\ I: \ I,',' be no. curb", fram the street pavement) to. the lat llne.':
II ~ ,i I ' Asphaltic cancrete will be permi tt~d' where the~e, are \ .
,:! I ,;; ,no. curbs. Cancrete shall camply Wl th th~ pro.vlslans , '!
Ii I" " , o.f section 3 (G) and shall have a minimum depth o'f six '
1'.1 \' I: ':i inches thraughaut. Asphaltic cancrete shall be af a
"Ii \ : ,I.-:.j type' and depth as to. have sufficient stability to..
I ,\' ',' ::' I vlithstand the use to. which' the drivevlay may be: put. i
::\ l\ , " WnEfre co.ncrete sidevlalkS are in pl'ace in front of the :
II' 1\1: :,,; '; 'praperty, that portian o.f the drivevlaY crassing the :
t II ': ' sidewalk sectian' shall be canstf'ucted o.f concrete. ,~
II '\1' ' To pravide far expansian, a 1/2 inch pre-maulded'i'
I: \1:. expansion joint extending ~e full~ection wi9th ~f ;
i ' \' ".. the curb and gutter' shall be placed at each s~de where
Ii I " the driveway joins\ the existing curb, and also. .in the :'
\1 . II : center af said curb and gutter secti.on:, All vlOrk shall:
I: \ be subject to. the appraval of the Building Inspectar I
1\ ' ,who may arder the, removal o.fany vlO.rk which does' not ,
jl \,\' I ' camply lherev;ith. Where 'drainage ditches are permitted,:,
I I a reinfarced cancrete pipe o.f ,suf~icient size as '
In I ,,: determined bJ{ the fu~lding Inspec,ta~ shC3;ll be, placed
I~ ~ I ',; '. under the",dr~ve. I, . ,
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\1"-' I. D'~ ',Existing' Structures: Existing drain tile shall be
\'1..". I maintained in warkable, candition and if disturbed shall
Ii' ,:", , , be; proper~y reI?laced. If no. drain ti~e exists, ':- drain;'
Ii l ' , ," t:l.'le shall' be ~nserted. ,Where electrlc cable eXJ..sts" '
lJ .j ,I \ ':'!, a 2 inc,h fiber duct shall be placed araund the cable'
(! I :, :.. in such a' manner as to.' leave the cable free to. be ,
:j \ i : ,) ", pulled' and replaced. If no. el~ctric cable exists and
j: ':;, 'I if tho' street ip impraved with curbs and gutters, a ;
.~ I I '2-inch. duc.t shall nevertheless bo inserted to. care far '
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'i '\ ,fut,uro cublos. Valve boxes, land mo.nUl1'\ents, and any ~
~ 'II .~~' O,XiS,t,',ing, struct,ures enc,ounter~d shall be properly :
\ ' . pro~T9}~9-.. an~ 9are~ fo~.. ,I 1 ' \
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RECOt<D Of ORDRNANCES
Columbus Blank Book Co" Heer Printing Co., Cob., O. ""':j~:?:<" D..,~;on. of n.;j'ijp'Nb form r-;o, 280G-I.
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o rdina nee No 'n___n'____n_______n_ P asse(L__n_'_____ _____,___________m______' ..---- ____1 D -------
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U E.. vrnoro the 5ide\'!::~lk is adja.cent to the curb, the Building L'l;:;pector
may make such adjustmonts to Dl"awing 1, Section 40'/ of the Villo.g;o
of Dublin Subdivision Regulations as arc'necossary to prov011t darrAgo
to tho str0ot, curb or sidewalk and provid.e for as smooth an ont-
'ranco,aspossible.' ' ,1 "
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F. Limitati9n on width and n~~ber;:
\ 1. No d;~V0V1ay in a resid.ential zoning district (except P.U.D. zoning)
I shall: 'exceed 26 foot in vridth at the curb line or 20 feet in 'width
I, at the street :right-of-way line. I
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1;2;. No driveway entering a state highway ~ithin this !
I Village (whether or not the prem~ses served tnereby~
i are within the village limits) shall exceed 30 feet,
r . in width' nor shall there be more than one drive- ')
; way ente~ing a state highway for each 200 feet of ;
\ .. frontage of the premises on such highway, nor \
more than,one suc~ driveway for a~y one lot or.
'parcel of land fronting,on s~ch ~~~hW:~; prov~d~d
"that the council may wa~ve tne l~m?-tc:j....~ons of th~s
n paragrfph, ,for. go,?d cause, in,cc:-se~ ~n which the
t ,public interest w~ll not be preJud~ced thereby.
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I SECTION 5. That sid~,.lks within the confines cf tho right-of-.~y ~hnll
I be of Portle.nd Cemont concrete, of, monolithic construction, located fivo
i (5) feot back of tho curb and shall have a width of four (4) foot unless
\ \ "I n diffel"Emt width shall bo provided by Council Resolution or Ordinanco
ol"dorinr; sidewalk construction, unO. shall be constructed as hereinarto:..~
sot forth. Unless Council has spcc~fied tho location of sidcwo.lxs in its
legislation ordering their construction, the Village Council may authorizo
the construction' of sidewalks moro than five (5) foet from the curb (but
not rlOarer'.tho property line than six (6) inches), upon determination
that such location will not dotrE,ct from the utility or appoarance of
such sidcwc.lk, or be objectionable in other respectp. '
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.A.' Thiclmess. All concrete walks shall have 0. minimum thickness oJ:
four (1) inches excopt within the limits of drivowayS vrhOl'O tho
minimum thiclcness shall be six (6) inches.
B. Grade. Whorover sidewalk meots oxisting curb, the sidowal}: shc..ll
bo' ono inch (lIt) I.\bovo tho curb. Whore 'waV:s arc pc.l'91101 w~th t'no
curb, the noar edge of tho "lo.lk sho.ll bo threo-eighths of an inoh
I hir,hor for oaoh foot the sic'.owalk is distant from the curb, and a
I r.... grado if o.cross tho walk gro.ded with a riso of threo-eighth:.; of Dol".
) ~ inch pOl' foot from the sidewalk to the propor'l1Y lino. Tho slo})e may
I' be varied as directed bJ' tho Building Inspectqr if necossary to
-0 conform to existing structures or grades. "
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C. 'Expansion Joints. Expansion joints one-half inch thick of suitable
(OO', asphaltic folt or joint ~aterials shc.ll be'providod in all insto.nc~s
whore sidewall\: meets curb, structures, poles, boxes or whero joir.ing;
l, j existing walles or concreto struct\,;,ros and at intervals of a,'::mroximutely
I I I. .... ...
i 16 foet aorosS walks.
I D.: Preparation of Subgrade. The subgra.d.o shall be brOUGht to an even~
I compact surface, ur.ii'ormly 4u below the finished sm"face of the walk
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I : Gn' ~olO'\'l for driveways. Soft or sIJongy earth, vegeta'\,j~e or other
I r' pcrJ,shable mattor shall bo removed c.:nd tho spaco 1'1'11 d . 'h '
I ' e w~ii. grr.vel or
I brokon stono and thorou~hlv comnG.ctod by .....,"'~.;n 1\1'1."
I ' U ol. .. ............. ~. :j..O:'OV0'~ a .pill i
! ne 00 ssary to support the sidewD..lk mntorl' 0.1 *"0"" u -1-' ... , ..... s
, d' , ,.. ~ uno - 1 sh ] 1 '
~ _ sproa In) 4 I' lo.,rers and 00. "1' ,I ... ~,.... c., 00
"'" ~ ol cn ayo'/:' :.'0;1;100. or raJ~,,"7.od with i -o~ *-,,~- ^"
. .. . .. I.;'~...:?t.. 1 C .
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I ('olumlHIH HIHIll<. Hlllll\ t~o.. Ill'\.'I' 1'1'I1\1hll{ (:0" CIJIM., (). ....IJ:':~:~;:}-c.1 [Jlvhlo",,,1 ');IIJI/;~I)N~:n Foru, No. 2lHJ()"^
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E. Structures E~countered. The Contractor shall adjust main line or
hydrant valvo boxes, water or gas service boxes and manholes in
the area 'of tho walks to conform to the finished rrrade.
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l . )' F. Forms. Forms for concrete sidewalk shall '00 of vrood not less
i \ ....' than 2 inches nominal thiclmess or of st~el of equa.l rigidity.
\ Flexible str~ps shall be used on curves. The forms shall be sot
true to line and grade and be securely stakod and held.
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I G. Material. Portland cement concrete for sidel'lalks shall be Clc..:>s
i hen concreto as descr:i,tJed under nltem \499, COnCl"ete, General"
Ii in the City oi' Colillabus, C,onstruction and Material Specifications,
except,that all coarse aggregate shall be of tho quality as
I Gpec ii'i"ed ;:or 'Guper-structure . concrete, Sec. 703..02. In genel"al
this shall contain a minimu;n of 6.5 bags of cement for c.y. of
concrote and have a ma.'Cimum net water content of 5.75 go.llon5 .
I per bag of cement. The ,materials -...:lsed shall not cause any dis-
I coloration of the finished surface. 'Such adjustments shall be
I : made in the materials, proportions and methods of mixing as may
, bo necessary to entrain 14 to 7percont air in the concrete. ~rnon
[ placed, tho slump of the concrete shall not exceed 3 inchos. The
r Villar,e may order two test cylinders, 6 incheG by t2 inches, made
I -. 'from each 1500 square feet of sidc':ralk placflcl. Ii' 'so ordered, tho
I Contractor shall ma.ke the test cylinders, cure them and transpo:-t
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I them to an a.pproved laboratory for testing. Ono copy of tho report
i of the cylinder to st shall be promptly de li voted to the Village..,
I The cost of making, curing ,t:-ansportine:; and te sting the cylinder
I 1~ shall be, included in the price bid for ,the sidewalk.
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1_.,: ':,'H. Placing and Finishing. The subgrade shall be adquately
I ", ""moisten.i?d just before the concrete is placed. The
I II' ,:. concrete shall be deposited and compacted'in a sinqle
! III :,:" : layer. It. s~all be struck off wi tq a template and
i 11' ,;",,::. smoothed w~tn a float to produce a,sandy texture. The
I 'I ,': ,',",; I: : edges shal~ be\.....rounded to 1/4 inch radius. The
I \, , ,:,:" i'~' surface of' ,the sidewalk shall be divided into blocks
i 1\ . ,; t:i;'; '\ ' by the use 'of a grooving ~ool. The gro~v~s shall be
! \1' "I ::" spaced equally at 4 foot ~ntervals to d~v~de the walk "'.
: '\ ~, into square blocks. Additional grooves shall be
I !" ',,; placed over roof cdrains , at changes ,in walk thickness;
\ \ ,; and at other places as direc.ted by the Building
j , .. Inspector. 'A true expansion joint extending ,through the
, 'entire thickness and filled wit~ expansion' joint, :
! material shall be placed at every fourth joint or at I.
i inter.vals of approximately every 16 feet. ·
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I' : 'I,.. ,Curing and protection.' Af.ter finishing, the concrete '
i .' shall be sealed by sprayi~g thereon a membrane curing
I I material in such a manner as to provide a continuous,
I hi uniform water-~permeable film without marring the
I surface of the concrete. A minimum of one gallon of
II 1 t~! material shall be.used per.200 ~quare feet of surface
IU ' treated. The cur~ng materlal snall be o~ such a nature~
; " that it is dis~inctly visible fora~ least 4 hours
II I ,,__J . a~ter appl~catior:- but' shall produce, no permanent
i d'~scolorat~on of the concrete.. '.
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;' I ! ", "Sidewalks shall not be laid 'on frozen ground or at a ~
. ~ : time ~hen freezing temperatures prevail; T~e :
: i I Contractor shall protect all' concrete pl~ced at such :
1 1 I I times as freezing temperature may be encountered. '
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i \1 J'. Clean-Up., As the walk is completed and forms' removed'
j ; , I '. the Contractor shall immediately backfill the !
" : \ excavation, remOVe all surplus material and leave the '
I , ! Li. -'" walk and sod strip entirely fr,ee from' any objects o,r
fro! ,material that may ,endanger the public. ~
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i RECORD Of ORD~NANCES
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Columbus Blank Book Co., Hccr Printing CC'"" Cols., o. .1~1::7:.~}.-.;. ,Djvj.jonJO~ n.-~~gPNb Form ~o. 2806.A
i ~- 0 rdin" nce No _ mu: ___m_m _""um _ ' P osseeLm _"u" _"_u"_~m_"mu"mmu"m"___m J 9 _m_ u l
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:) (" II'! K..', Roof Drain'Rel?laCement. Existi~g 'roof drains passing
!; t 1 I through ~e sldewqlk area shall, be prot~cted w~en
! ! ,III" I' they ,are a,t such a, grade, t...'1at ~e top OJ:' the plpe ,
(: r" II .J b~rrel is at least three inches below the top of the '
f i :' I sld7\'lalk o=r;: finished. grade of Ithe sod strip. Drains ,
I l_ I having less than three (3) inch cover shall be lowered
: I or replaced for such length as necessary to get cover
II I .. I, a~d to meE?t the, e~isting pipe grade in, the Llawn. i
! I P,{pe used for replacement shall be 4 II nominal diameter' :'
I I standard strength,vitrified cla~ piP7;.1 "DII qU,:lit~ :
/, ,I aSbe,stos cement pl,pe; lie" quallty rlgld plastlc plpe
;1 I or standard strength cast iron soil pipe. In all I
, I I cases the joints between .sections shall be sealed :
!! I J by method appropriate for the ,pipe b~ing used., Where :
: I the ~eplacement p;pe ~s of different type from the
i :: ,exiSi::ing pipe the joint between the two shall be made ';
11 I" wate~tigh't; ,and meqhanica~ly ,secure! ,[
; I I If the replacement pipe is ca~ried through the curb, i,
! I' the c'\;lrb :opening shall be cleaned out and mortared I, ,
" up 'in a' manner satisfactory to the Buil~ing Inspector i
i ' 'I afte:z; 'the :replacement pipe is i:nsta~,led. :
;: n, . 'S~CTION 6. That the requirements for the' grading' and .!
;,1 U' I draini~g, of, buildi~g lots, 9ha~1 fe as fqllows: , .
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tj r I A.. The foundation. wa~ls ?f 7very dwell'ing' house, and .
1\ I" every other bUlldlng, navlng a basement und'er any part !
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i: ! 'I thereof, shall be constructed to an elevation at least
:! '. I four ',inch~s higher than the top of the abutting stree,t,',
,: II (measured 'at the mid-point of th,e lot frontage), plus
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1:ll II a height equal to one-half inch for each foot of
\, \1 distanCe....ffom such building 'to the abutting street ;
11\ curb. The, finished grade 'of the ground from the front !',
1 I \1 of such building to the street'shall slope toward the j
I I street at the rate of not less than one-half inch :
I I III to th:e' fool~1 th:co~ghout all portions of said front j
, I,,' ., I yard.,; I' ' .1
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: ~i ! B. For a distance 'of at least four feet from the other' '1
! I,,: " ", warls of such b,uilding,' the 'ground shal'l' slope away 1
I'! from ,the building at a grade of not less than one inch J'
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I,' I ';-0 the foot ,; ) : i
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!J e. Where it is not' practicable to grade ,the 'lot so as t.O (
:/,/ n l provide natural; run-off of surface water from the, entire
I!j ) lot to a street" storm se\'ler or other approved ou-clet,
1 !, ( III a 'drainage line or lines of, field tile , vitrified tile,
i~ V I or other non-porous, pipe of acceptable s,ize shall be
:; II installed" \'lith proper inlets to drain any' par~ of the
I il r"\ lot hich' would, otherwis~ collect: ,and impound water.
I :1 I I ' The: ~aterials and method of installation of such lines
, :1 ,l_,,: ' shall be ,determied 'by the Build,ing Inspector. Such
1 " I ,'drainage ,lines shall lead i:rto ,the. st~eet, storm sewer
il I 'or other ;outl;et approved byt~e BUlldlng Inspector.
I !. I', D. ,'The lot drading and drainage ber~in iequired shall not
I :1 ' thereafJ~er be changed by any owner: ~ occupant or other
1 ' II' ~ p:r~o~ In co~trol of the premises ',In such a way as to
I, ' .... dlmlnlsh or J..mpede the run-off ,of water from such lot,
I . away from any", bui:lding, ,towf:rdt~e', ~tree!t I storm sewer,
or other approved, outlet., ! '
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E.. The Building Inspector shall have the power to modify the
foregoine; provisions and to make additional or substituted
requi~ements on hillside lots, corner lots, and in other
individual cases where, because of unusual topographic or
other problems, the above requirements would not produce tho -
, results sought, or where other grading or drainage treatment
would produce equal or better results.
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F. Where ourbs and gutters have not been installed, or required,
in tho abutting street the foundation and lot grades shall be
predioated upon the proposed grade of the abut~ing street as
established by the Village Counoil.
SECTION 7. That whoever violates this Ordinanoe shall be fined not
more than Fifty Dollars ( $50.00) per day so long as the violation
pe r s i st s .
SECTION 8. That this Ordinance shall take effect and be in force
from and after the earliest period allowed by law.
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Passed this n daJT of ~ J 19'15
n 7est: :J~
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~oasurer
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