HomeMy WebLinkAboutRES 91-53RESOLUTION NO. 91-53
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF DIAMOND BAR AMENDING THE CITY PUBLIC WORKS
STANDARDS FOR TRENCH REPAVEMENT SECTIONS.
A. Recitals. '
(i) The City of Diamond Bar has heretofore adopted
standards for public works construction which standards require
amendment from time to time to reflect new techniques for public
works construction.
(ii) The City Engineer has prepared and provided to
this Council a report pertaining to upgraded standards for trench
repavement sections within City streets.
-- (iii) The City Council desires to amend the City
public work standards by the adoption of a new trench repavement
standard.
(iv) All legal prerequisites to the adoption of this
Resolution have occurred.
B. Resolution.
NOW, THEREFORE, the City Council of the City of Diamond
Bar does hereby find, determine and resolve as follows:
1. In all respects as set forth in the Recitals, Part
A, of this Resolution.
2. The City Council hereby adopts, as a portion of the
City's Public Works Construction Standards, a new Standard No.
91-1, Trench Repavement Section Standard, as set forth in
1
Exhibit "A" attached hereto and by this reference incorporated
herein.
3. The City Clerk shall certify to the adoption of
this Resolution.
PASSED, ADOPTED AND APPROVED this 2nd day of July,
1991.
Mayor
I, LYNDA BURGESS, City Clerk of the City of Diamond
Bar, do hereby certify that the foregoing Resolution was passed,
— adopted and approved at a regular meeting of the City Council of
the City of Diamond Bar held on the 2nd day of July, 1991, by
the following vote:
AYES: COUNCIL MEMBERS: Nardella, Papen, Mayor Pro Tem Kim,
Mayor Forbing
NOES: COUNCIL MEMBERS: None
ABSENT: COUNCIL MEMBERS: Werner
ABSTAINED: COUNCIL MEMBERS: None
ATTEST:
City lerk of Otho , y of
Diamond Bar
C�10111PNRESM DB 5.1 2
NOTE 1. Pavement replacement
section shall be as shown on the
approved improvement plan.
Minimum section shall be 3" A.C.
or existing pavement thickness
plus 1", whichever is greater on
6" aggregate base.
Existing
Pavement
Asphalt Concrete Overlay
(See Note 2)
NOTE 2 Asphalt concrete overlay
shall be at least 60 but not more
than 120 calendar days after
trench paving.
Overlay dimensions shall be
as follows:
A. Thickness — 1" maximum
B. Width — Five times trench
width or ten feet,
whichever is greater.
Trench Paving (See Note 1)
o•
R .4P.
e p'
. 42645
ITY ENGINEER R.C.E.
LED WITH QTY CLERK DATE:
DW@. NO. ST - of I
Base Material(See Note 1)
Compacted backfill as per
Section 306-1.3.6 of the
Standard Specifications for
Public Works Construction
Trench
CITY OF DIAMOND BAR
a
Office of The Cty Engineer
ENCH REPAVEMENTSECTION
EXHIBIT "A"