[Ord. No. 5.502 §§ 1
— 8, 10 — 11, 9-14-1981; Ord. No. 96-01-08 § 1, 1-8-1996; Ord. No. 2002-01-17-02 § 1, 1-17-2002]
A. Classes Of Streets. After September 14, 1981, any new street or the
extension of any existing street, or the construction of any virgin
street that purports to be an extension of an existing street that
is constructed within the corporate limits of the City of Greenwood,
Missouri, shall meet the following requirements and specifications,
to wit:
1.
Primary or arterial streets (Class A) shall be forty-four (44)
feet wide back to back of curbs and these streets shall be constructed
upon dedicated right-of-way at least sixty (60) feet in width.
2.
Streets for residential use only (Class B) shall be twenty-eight
(28) feet wide back to back of curbs and these streets shall be constructed
upon dedicated right-of-way at least fifty (50) feet in width.
B. Curbs And Gutter. All separate curb and gutter used in conjunction
with streets other than concrete, and except as hereinafter provided,
shall be twenty-four (24) inches wide, of concrete construction, and
constructed in accordance with the standard details and specifications
as provided by the City. Only integral curb and gutter shall be used
with concrete streets. The same pavement material used for the construction
of the street shall underlie the curb and gutter.
C. Asphalt Pavement. The specifications shall cover all materials for
and the construction of all asphalt pavements. Two (2) classes of
asphalt pavement are provided for under this Section:
1.
Class A: Major Streets.
a.
Four (4) inches rolled crushed aggregate base course eight (8)
inches Portland cement pavement; or
b.
Four (4) inches rolled crushed aggregate base course nine (9)
inches asphaltic concrete base course two (2) inches asphaltic concrete
surface course.
2.
Class B: Minor Streets.
a.
Four (4) inches rolled crushed aggregate base course six (6)
inches Portland cement pavement; or
b.
Four (4) inches rolled crushed aggregate base course seven (7)
inches asphaltic concrete base course two (2) inches asphaltic concrete
surface course
3.
Class C: Frontage Service Roads.
a.
Four (4) inches rolled crushed aggregate base course four (4)
inches asphaltic concrete base course two (2) inches asphaltic concrete
surface course
D. Conformance To City Standards. All types of streets must be constructed
in accordance with APWA standard details and specifications referred
to by the City of Greenwood, Missouri.
E. Storm Sewers. Storm sewers shall be provided where necessary, as
determined by a qualified engineering company, and all storm drainage,
streets, grades and sections shall be approved when designed in accordance
with the City's standard design prior to start of construction.
F. Required Widening. In case of required widening, the widening shall
correspond to construction specified above for applicable type of
street. Where future widening is planned or contemplated, a temporary
asphalt lip curb will be required if, under good engineering practices,
the lip is necessary to control storm drainage.
G. Conformance To Plans. Class A streets and Class B streets shall conform
to the specifications of APWA.
H. Curbs. All curbs shall be of the "roll back curb and gutter" design
to conform to the specifications of APWA the concrete material being
of three thousand (3,000) pound test.
I. Inspection — Each Phase Of Construction. Each phase of construction
(including, but not limited to, subgrade base and formed curbs) shall
be inspected and accepted by the City before starting the succeeding
phase of construction. Third party testing of the subgrade soil density,
subbase and surface material shall be provided to the City by the
developer. The testing locations shall be random and include the areas
under the curbs. Compaction standards shall be in accordance with
ASTM specifications.
J. Culverts.
1.
Culverts on all driveways entering all buildings from all right-of-ways
to conform to the designated APWA specifications.
2.
Culverts shall have a minimum of fifteen (15) inches in diameter,
material shall be concrete or corrugated galvanized steel of not lighter
than fourteen (14) gauge.
3.
Diagram of designated culvert specifications on file with City
Engineer and/or City Clerk.
[Ord. No. 5.502 § 9, 9-14-1981]
A. Street construction permits are issued for the grading of streets
and the construction of pavement, curbs and gutters. When the estimated
cost of construction is over three hundred dollars ($300.00), the
cost of said permit shall be one percent (1%) of the actual cost of
all construction in addition to the basic permit cost of twenty-five
dollars ($25.00). The cost of said permit shall be twenty-five dollars
($25.00) when the estimated cost of construction is less than three
hundred dollars ($300.00).
B. The applicant may be required to tie in with a similar improvement
that has previously been made in the location where the applicant
plans to do the work. This is to prevent leaving short sections of
unimproved streets in areas where improvements are being made.
[Ord. No. 5.502 § 12, 9-14-1981; Ord. No. 2004-08-09-02 § 8, 8-9-2004; Ord. No. 2005-03-14-08 § 8, 3-14-2005; Ord. No. 2005-07-25-05 § 8, 7-25-2005]
The violation of any Section of this Article, whether the violation
be in failure to obtain a permit, failure to obtain inspection or
failure to comply with any specification of this Article during construction,
shall, upon conviction for violation thereof, be subject to a fine
of not less than twenty-five dollars ($25.00) for each such violation
nor more than five hundred dollars ($500.00) together with costs assessed
by the court.