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SEE ARCHITECTURAL PLANS
FOR - GARAGE
WITHIN
SEE ARCHITECTURAL PLANS
O: -:. THE
PARKING .
ONLY
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LEGEND
— -- --
EXISTING PAVEMENT
For site dimensions and geometry see Site Plan prepared by David Johnson AIA
PROPOSED PAVEMENT
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SCHEDULE NOTES
EXISTING ELEVATION
NEW
1079
PROPOSED ELEVATION
PROP. 2" VALLEY
WHEEL STOP /BUMPER
GUTTER
of
PROPOSED CONCRETE
ASPHALT PAVEMENT cr_{
appropriate utility agency prior to commencement of any work.
PROPOSED ASPHALT PAVEMENT
---� --
RUN OFF DIRECTION
NEW
--�
EXIST. TYPE ` °F" CURB
& GUTTER
4" PAINTED STRIPING (DOUBLE)
PROP. TYPE "F" CURB
8 GUTTER
0
DRAINAGE STRUCTURE
NUMBER
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SEE ARCHITECTURAL PLANS
FOR - GARAGE
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SEE ARCHITECTURAL PLANS
O: -:. THE
PARKING .
ONLY
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PIN
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IKE PM
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PROP.
-
ASPHALT PAVEMENT
PAVEMENT I PV S. HT 5&1.11� 'G 3 _L,. L
N
GUTTER
0
PROP. 2" VALLEY
GUTTER
CAVEMEN U CONSTRUCT NEW ASPHALT
GENERAL NOTES: (.,r� PAVEMENT U 1VF_"AY APPROACH
AS PER CITY OF SOUTH MIAMI
I. All materials and labor under the protect shall conform to Miami -Dade County STANDARDS. MATCH TO EXISTING
Public Works Department Florida Department of Transportation City of South PAVEMENT
I 1
Miami and Miami -Dade County DERM Standards and Specifications.
,
2.
For site dimensions and geometry see Site Plan prepared by David Johnson AIA
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SCHEDULE NOTES
j
NEW
2` TYPE "F" CURB a GUTTER
Underground utility information is taken from the best available
NEW
WHEEL STOP /BUMPER
EXISTING PAVEMENT LiNE
of
NEW
ASPHALT PAVEMENT cr_{
appropriate utility agency prior to commencement of any work.
NEW
CONCRETE PAVEMENT
NEW
CONCRETE SIDEWALK
7
NEW
4" PAINTED STRIPING (DOUBLE)
NEW
4" PAINTED WHITE STRIPING
work. He is to make all possible investigation as to possible
NEW
TYPICAL PAINTED "WHITE" HANDICAP
SYMBOL
10
NEW
PAINTED DIRECTIONAL ARROW
II
NEW
24`° WIDE PAINTED WHITE STOP BAR
(THERMOPLASTIC)
12
NEW
STOP SIGN (RI -1)
13
NEW
TYPICAL "HANDICAP" SiGN
14
NEW
HANDICAP RAMP
15
NEW
3- MINIMUM DETECTABLE WARNING
16
NEW
2` VALLEY GUTTER
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c, m�,t . , t +,,►► _3 """p3 ® - a GUTTER
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PROP.
-
ASPHALT PAVEMENT
PAVEMENT I PV S. HT 5&1.11� 'G 3 _L,. L
N
GUTTER
0
PROP. 2" VALLEY
GUTTER
CAVEMEN U CONSTRUCT NEW ASPHALT
GENERAL NOTES: (.,r� PAVEMENT U 1VF_"AY APPROACH
AS PER CITY OF SOUTH MIAMI
I. All materials and labor under the protect shall conform to Miami -Dade County STANDARDS. MATCH TO EXISTING
Public Works Department Florida Department of Transportation City of South PAVEMENT
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I 1
Miami and Miami -Dade County DERM Standards and Specifications.
,
2.
For site dimensions and geometry see Site Plan prepared by David Johnson AIA
3.
Elevations shown are based on N.G.V. Datum and as shown on Survey.
4.
Underground utility information is taken from the best available
sources, but should be verified by contractor in the field with the
of
appropriate utility agency prior to commencement of any work.
II.
All drainage structure inclusive of drainage well shall comply with Miami
Existing utility lines other than those indicated in this drawing may
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Dade County DERM and the State of Florida Department of Environmental
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be on site. The contractor is warned to proceed with caution with all
Protection (FDEP) standards and specifications. Contractor to apply for
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work. He is to make all possible investigation as to possible
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and obtain Drainage well permit from both agencies.
unmarked utility lines.
12.
The property is located in flood zone X.
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Contractor shall adjust any utility lids and/or covers in project
13.
Water level elevation as determined by Miami -Dade County DERM W.C. 2.2A
area to the finished grade.
is a( Elevation 3.00 Feet.
5° 25' 6.
Any apparent discrepancies in the plans and field condition shall be
14.
Backround information obtained from Boundary Survey prepared by
brought to the attention of the Engineer before proceeding with the
Delta Mapping & Surveying Inc. Dated 5/6/2013.
7.
Contractor shall notify the Owner's representative and Engineer if
15.
All signage and markings shall conform to the requirements of Miami -Dade
soil condition encountered is unsuitable for construction. Furthermore
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County, Florida.
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all existing organic materials shall be removed from beneath areas of new
16.
This site lies in Section 26, Township 54 S, Range 40 East.
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asphalt or concrete pavement and from proposed building locations.
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The full depth of all existing organic and deleterious material within the
17.
All repairs to the existing pavement shall receive saw -cut edges prior
right of way and utility /drainage easements shall be removed. No material
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y
to relaying asphalt. Utility piping or wiring less than four (4) inches in
of FDOT Class A -5, A -7 or A -8 sholl be allowed.
diameter requires a Schedule 40 PVC casing pipe with sand backfills
8.
The Contractor shall restore all areas disturbed by this construction
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under paved areas only.
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to a condition equal to, or better than, that now existing.
18.
Prime coat shall be applied at a rate of 0.25 gallons per square yard.
9.
Typical Pavement Section:
Prime and tack coat for base shall conform to the requirements and
1.5" Type S -111 Asphaltic Concrete surface course 6" Limerock base
specifications of sections 300 -1 through 300 -7 of FDOT standards specifications.
(Minimum LBR 100), compact to 98% of maximum density as determined by
19.
Base and subgrode density tests shall be conducted for a maximum 7000
AASHTO T -180 and 6" concrete slab on well compacted subgrade compact
square feet of finished pavement.
to 98/° of maximum density as determined by AASHTO T -180.
10.
Fill shall be placed in 12" layers loose thickness, measured and
20.
Proctors shall be performed on all material, subgrade and base and any
compacted to 95% of maximum density as dete by AASHTO T -180.
determined
.subsequent
changes in materials. Limerock bearing ratios, sieve analysis
Fill shelf be locally acceptable and suitable for fill purposes. The
and densities required by contract documents shall be submitted to the City.
top 12" of fill or cut (Minimum LBR 40) under pavement base shall be
2l.
Minimum longitudinal slope of pavement shall be 0.3 %.
compacted to 98% of maximum density as determined by AASHTO T -180.
22.
Minimum transverse slope of the pavement shall be one percent for parking areas.
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