HomeMy WebLinkAboutR-1992-072 i
RESOLUTION NO. 72-92
A RESOLUTION OF THE CITY OF DANIA, FLORIDA,
APPROVING THE TYPICAL RIGHT-OF-WAY DETAIL PREPARED It
BY BERRY AND CALVIN, INC. , P.E. ; AND PROVIDING FOR f
AN EFFECTIVE DATE.
BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA,
FLORIDA:
Section 1 . That the "Typical Right-of-Way Detail" prepared
by Berry and Calvin, Inc. , P.E. , a copy of which is attached
hereto as Exhibit "A" , be and the same is hereby approved.
Section 2. That a copy of the foregoing shall be on file in
the Building and Zoning Department and the Office of the City
Clerk.
Section 3. That this resolution shall be in force and take
effect immediately upon its passage and adoption.
PASSED and ADOPTED this 12TH day of MAY 1992.
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MAYOR - OMMISSIONER
ATTEST:
I�
CITY CLERK - AUDITOR
APPROVED AS TO FORM AND CORRECTNESS:
BY:
FRANK C. ADLER, City Attorney
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Resolution No. 77-q9
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¢ RIGHT-OF-WAY
25' 25'
•t II' I II'
SOD /,; ✓U ' l •/�I
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TO NATURAL GRA E-7 PGL ELI SWALE
—� GRADE (TO NATURAL GRADE
14' Ft 4 1/4'/R. ! 1/4'/Ft. I I1W/FL
5
\ 3 2
I 4' THICK CONCRETE
SIDEWALK (6 0 DRIVEWAYS)
NOTES:
1O THE ENTIRE WIDTH OF THE RIGHT-OF-WAY SKU BE COMPLETELY DEUUCKED PRIOR TO CONSTRUCTION OF THE
ROADWAY. NO MATERIALS OF F.D.O.T. CLASS A-5. A-7 OR A-8 WILL BE ALLOWED TO REMAIN. BACKFILL TO B-
CL.EM GRANULAR F.D.O.T. CLASS A-1 OR A-3 MATERIAL
1
O SUBGRADE SUPPORTING ROADWAY AND SHOULDER SHALL BE 72' THICK CONSTRUCTED IN NO MORE THAN Er
LIFTS. SUBCRADE MATERIAL SHALL HAVE A MINIMUM LBR OF 40 AND BE COMPACTED TO 100% OF THE
i MAXIMUM DRY DENSITY PER AASHTO T-99(C). I
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JO UMEROCK EASE Stall BE S' THICK. UMEROCK OF THE MWII FORMATION -.
SHALL BE USED AND SHALL HAVE A MINIMUM CARBONATE (CALCIUM AND MAGNESIUM) CONTENT OF 60% AND A
MINIMUM LBR OF ADO. ALL BASES TO BE COMPACTED TO NO LESS THAN 98% OF THE MAXIMUM DENSITY PER
AASHTO T-180 AND SHILL BE PRIMED PER F.D.O.T. SPECIFICATIONS. I
O4 SURFACE (WEARING) COURSE IS TO BE I' ASPHALTIC CONCRETE TYPE 1 MODIFIED (BROWARD COUNTY DESIGN MIX;.
O BACK OF SIDEWALK ELEVATION TO BE THE SAME AS PAVEMENT GRADE UNE (PGL).
CONCRETE FOR SIDEWALK SHALL BE 3,000 LB STRENGTH Le 28 DAYS. %
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0 SIDEWALK THRU DRIVEWAYS MUST BE 6" THICK WITH 6x6 616 W.W.M.
I REINFORCEMENT.
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BERRYfi CALVK INC. CITY OF DAN/A
en�Iu SUNNY= . iuwEln ' �� G A, 1'GHT-OF-WAY DETA/L
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