My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1565 ORD REGULATING AND CONTROLLING CONSTRUCITON, REPAIRS, ALTERATIONS AND REMOVAL OF CONCRETE SIDEWALKS, ETC
City-of-Paris
>
City Clerk
>
Ordinances
>
1889-2010
>
1941-1999
>
1960-1969
>
1961
>
1565 ORD REGULATING AND CONTROLLING CONSTRUCITON, REPAIRS, ALTERATIONS AND REMOVAL OF CONCRETE SIDEWALKS, ETC
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/27/2017 11:44:33 AM
Creation date
6/27/2012 11:01:54 AM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - Date
10/9/1961
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Section XI: Sidewalks <br />Sidewalks in residential areas shall be four (4) feet in width and in business <br />areas a minimum of six (6) feet in width. All sidewalks shall have a cross <br />slope of one-quarter (1/4) inch per one (1) foot of width, toward the street and <br />on a grade corresponding to the top of curb elevation. The property side of <br />the walk will be located one (1) foot inside the street right-of-way, unless <br />otherwise approved by the City Engineer. Parkways will be provided in resi- <br />dential areas, with a minimum slope of one-quarter (1/4) inch and a maximum <br />slope of one (1) inch to the foot of width. Minimum thickness for aidewalks <br />will be four (4) inchea except where walks cross driveway approaches, which <br />will be six (6) inchea thick. The walk will be poured in one course unless <br />otherwise authorized by the Gity Engineer. <br />Section XII: Driveways. <br />All driveway approaches shall be a minimum of six (b) inchea thick, includ- <br />ing the sidewalk area. Approved reinforcing steel can be used if so desired, <br />or if called for in the proposal. The concrete will be poured in one course but <br />a'Idust coat" of dry cement (1 part): and sand (2 parts) will be permitted if so <br />desired. The maximum length of a driveway for residential purposee will be <br />twenty (20) feet for a double driveway and 15 feet for a single driveway. For <br />business purposes, a maximum length of a driveway will be forty (40) feet. An <br />access and outlet driveway will be permitted if same is aeparated with an <br />Island in the curb and walkway lines. <br />Section XIIL* Valley Gutters <br />Valley gutters will be constructed of 3, 000 pounds per Sq. inch, 28 days <br />test concrete, and shall be a minimum of six (6) inches thick. The width of <br />the valley gutter will be a minimum of eight (8) feet and will be constructed in <br />accordance wi1h the sta.ndard typical section, as approved by the City Engineer. <br />Section XIV: Concrete Gurbs, Concrete Gutters and Concrete Curb and Gutters: <br />(a) Standard Section: The thickness of the gutter section will be six (6) <br />inchea, the thickness of the curb section will be six (6) inches from the point <br />where the gutter line tangent intersects the curb face ta.ngent to the back of the <br />curb section. The curb face shall have a one (1) inch batter, so tha.t the top of <br />the curb shall measure five (5) inches from the point where the curb face tan- <br />gent meets the top plane of the curb to the back of the curb section. The <br />height of the curb section shall be twelve (12) inches at the back. The face of <br />the curb section shall have an arc at the top, the radius of which is two and <br />one-half (2 1/2) inches, and an arc with a three (3) inch radius shall be con- <br />structed at the point where the curb face meets the top of the gutter section. <br />The bottom of the curb and gutter section sha.ll be constructed perpendicular to <br />the bottom of the curb section for a dista.nce of six (6) inches, and the remain- <br />ing portion of the bottoxn of such section shall be tilted so that the lip of the <br />gutter section will be one (1) inch higher tha.n the point where the gutter line <br />tangent intersects the curb face ta.ngent. The overall width of the curb and <br />gutter section shall be twenty-four (24) inches. If the gutter is poured sepa- <br />rately from driveways the overall width will also be twenty-four (24) inches, If <br />curbs are poured separately, the overall widths will be eight (8) inches at the <br />base and six (6) inches at the top. <br />(b) Alternate Section: The standard curbs, gutters, and curb and gutter <br />section described in Section XIV(a), shall not, and may not be applicable to the <br />building, construction, or reconstruction of any section of curb, gutter, or curb <br />and gutter combination to be built on tha.t side of a street in any block on which <br />there was heretofore built and that exista on such side of such street any sec- <br />tion of concrete curb, concrete gutter or concrete curb and gutter, the section, <br />form and design of which does not conform to that established and provided in <br />said Section XIV(a), and in such instance, any such section of concrete curb, <br />
The URL can be used to link to this page
Your browser does not support the video tag.