Document 2799921

Driveway Width (W)
(See Sheet 1)
Footnotes:
R/W Line
Driveway Width (W)
Vari
es
match joints in driveways.
When connecting to sidestreet curb and gutter sections,
the no drop curb limits should extend back to the
sidestreet radius point. With or without curb and gutter,
no driveway should encroach on the corner radius.
Driveways (6" concrete) shall be of a uniform width (W)
Driveway Pavement (For
Constructed As
Concrete Pavement
Called For In The
Joint Patterns, See
Plans Or As Directed
’INSET’ Right)
By The Engineer
Driveway To Be Constructed
" Open Joints @ 10’ Ctrs.;
As Called For In The Plans Or
Every 5th Joint Shall Be"
As Directed By The Engineer
6" Concrete
Concrete Turnout
Driveway
If
to the right of way line.
Vari
es
driveways over 20’ wide. Joints in curb and gutter to
(See Sheet 1)
Driveway To Be
10’
" Open joints placed at equal (20’ max.) intervals for
15’Refer To ’
PLAN
A’
All " joints shall be constructed with preformed joint filler.
4’ Min., May be reduced to 3’ Min. in restricted conditions
" Joint
1’
1’
JOINT PATTERN WHEN CONCRETE DRIVE CONSTRUCTED
when approved by the Engineer.
INSET
_ __
3’
Alpha-numeric identification of a flared driveway type
7’
PLAN C
specifically called for in the plans, see sheets 3 and 4.
TURNOUT WITHOUT SIDEWALK
Distance Between Connections ’D’ See
’Sketch Illustrating Definitions’ and General Note No. 3
3’ Curb Transition From Full To Zero Height At
Side Street R/W
Flare Point
End Of All Curb And Gutter Construction Except
Driveway Width (W)
4" Conc. Swk.
(See Sheet 1)
Where Connecting Existing Curb And Gutter.
4" Conc. Swk.
Varies
4" Conc. Swk.
(3’ Min.)
" Open Joints @ 10’ Ctrs.;
Curb Ramp
Driveway Width (W)
Every 5th Joint shall be "
Back Of Sidewalk
Public Sidewalk
Refer To Index
5’
(Example Only)
(See Sheet 1)
Full Height Curb Length Varies:
4" Conc. Swk.
2’ Min. Beyond Limits Of Public Sidewalk
No. 310
" Joint
" Joint
" Joint
Curb Ramps - See Index No. 304.
Back Of Sidewalk
3’ Min. Back Of Sidewalk In Absence Of
Public Sidewalk Curb Ramps.
5’
Utility Strip
(0.02)
Warp
10’ Or Greater
Flare Point
And Sidewalk
1’
And Sidewalk
Strip
Less
10’
1’
As Required For Connecting To Existing Curb.
6" Conc. Driveway
Utility
6" Conc. Driveway
" Joint
Than 10’
Sidestreet Edge Of Pavement Extension Line
" Joint
1’
(Future Edge Of Pavement Where Available
1’
In An Adopted Five Year Transportation Plan).
" Joint
3’
7’
_ __
7’
3’
6’
Varies (To Suit Distance
_ __
Radius Point
4’
6’
No Drop Curb Allowed Within These Limits Except As Required
For Public Sidewalk Curb Ramps Shown On Index No. 304.
Drop Curb (Width Varies)
Between Connections ’D’)
Drop Curb (Width Varies)
4’
But Not Less Than 6’
Corner Clearance (C).
PLAN A
PLAN B
TURNOUT WITH SIDEWALK AND
TURNOUT WITH SIDEWALK AND
UTILITY STRIP (10’ OR GREATER)
UTILITY STRIP (LESS THAN 10’)
See General Note No. 3.
DESIGN NOTES FOR URBAN FLARED TURNOUTS
1. Driveways indicated as ’Adverse Applications’ are those with
slopes that can cause overhang drag for representative
SPECIAL NOTES FOR URBAN FLARED TURNOUTS
1. Driveway 6" concrete pavement and drop curb shall meet the material 6. Department maintenance of pavement shall extend out to the right of
and construction requirements of Sections 522 and 520 respectively
way or 2’ back of sidewalk, whichever distance is less.
of the FDOT Standard Specifications. The driveway foundation shall
meet the requirement of Subarticle 522-4.
7. The maintenance and operation of highway lighting, traffic signals,
associated equipment, and other necessary devices shall be the
2.
For details of drop curb and public sidewalk curb ramps refer to
responsibility of a public agency.
Indexes Nos. 300 and 304 respectively.
standard passenger vehicles under fully loaded conditions; or,
those with slopes that can cause drivers who are leaving the
roadway to slow or pause to the extent that traffic demand
volumes will be impeded.
Driveways indicated as ’Marginal Applications’ are those with
slopes that can cause overhang drag for representative standard
passenger vehicles under fully loaded conditions when the
driveway is located on the low side of fully superelevated
8. All pavement markings on the State highways, including acceleration
3.
Where turnouts are constructed within existing curb and gutter, the
existing curb and gutter shall be removed either to the nearest joint
of the State highway shall be maintained by the Department.
beyond the flare point or to the extent that no remaining section is
less than 5’ long; and, drop curb constructed in accordance with Notes
Nos. 1 and 2.
(such as stop bars and stop signs for the connection) shall be the
4. Cost for preformed joint filler shall be included in the cost for the
Sidewalk (6" Thick), SY.
"Summary Of Geometric Requirements For Turnouts", the "General
Notes", the details of "Rural Turnout Construction" and the detail of
Note: See sheet 1 for ’GENERAL NOTES’
in this Index to be 0.02 shall be 0.02 Maximum.
REVISIONS
09/17/09
MTP
Where such vehicles are design vehicles driveways are to have site
specific flare designs or Catagory III designs.
3. When specific flare type driveways are to be constructed, the type
URBAN FLARED TURNOUTS
Date
2. The standard flared driveways on this index may not accommodate
vehicles with low beds, low undercarriage or low appendage features.
11. All sidewalk surfaces crossing driveways with a cross slope shown
"Limits Of Clearing & Grubbing, Stabilization And Base At Intersections".
Description
representative standard trucks, vans, buses and recreational
vehicles operating under normal crown and superelevation
10. Turnouts will be paid for under the contract unit price for Concrete
For turnouts with radial returns see the requirements under the
By
passenger vehicles and those that can accommodate
conditions.
concrete pavement (Concrete Sidewalk, 6" Thick).
Date
Driveways indicated as ’General Applications’ are those with
slopes that can readily accommodate representative standard
9. All signing and marking installed for the operation of the connection
responsibility of the permittee.
5.
roadways.
and deceleration lane markings, and signing installed for the operation
shall be designated in the plans using the assigned alpha-numeric designation.
2010 Interim Design Standard
By
Description
Offset Driveway Taper 1 Foot From The Back Of Curb
TURNOUTS
Interim
Date
Sheet No.
01/01/10
2 of 7
Index No.
515
Driveway Width (W)
4’
Vari
es
0.02
" Joint
Utility Strip
(5’Mi
n.)
(Vari
es)
Si
dewal
k
" Joint
R/W or Easement
0.02
(See Sheet 1)
(0-4’)
Curb
6’
_ __
4’
6" Concrete Driveway
And Sidewalk
4’
2’
5’ Sidewalk
PLAN
7’
MODIFICATIONS OF ’ADVERSE’ AND ’MARGINAL’ APPLICATIONS
04
0.
4’
02
0.
090
0.
G 24
2’
8’
6’
3’
4’
3’
2’
5’ Sidewalk
5’ Sidewalk
4’
7’
4’
6’
3’
ADVERSE* AND
MARGINAL* SECTIONS
02
0.
02
0.
088
0.
088
0.
G 3
3’
6’
2’
5’ Sidewalk
4’
02
0.
088
0.
G 2
088
0.
088
0.
04
0.
02
0.
085
0.
5’ Sidewalk
4’
4’
6’
02
0.
G 1
4’
7’
G 22
1’
02
0.
5’ Sidewalk
4’
02
0.
G 12
6’
GENERAL* APPLICATION
2’
3’
6’
02
0.
MODIFIED TO ACHIEVE
G 23
G 13
7’
02
0.
04
0.
087
0.
02
0.
088
0.
G 11
3’
04
0.
2’
5’ Sidewalk
4’
6’
02
0.
097
0.
M 23
2’
7’
2’
ADVERSE* SECTIONS
MODIFIED TO ACHIEVE
2’
5’ Sidewalk
MARGINAL* APPLICATION
5’
099
0.
4’
4’
5’
02
0.
02
0.
M 2
099
0.
2’
5’ Sidewalk
6’
02
0.
4’
02
0.
04
0.
094
0.
M 12
3’
M 22
6’
3’
5’
099
0.
1’
5’ Sidewalk
5’
4’
02
0.
02
0.
M 1
099
0.
3’
4’
02
0.
M 11
SIDEWALK WITH UTILITY STRIP ON 0.04 SLOPE
SIDEWALK WITH UTILITY STRIP ON 0.02 SLOPE
SIDEWALK ADJACENT TO CURB
*
See ’DESIGN NOTES FOR URBAN FLARED TURNOUTS’ On Sheet 2.
May Be Reduced To 3’ Min. In Restricted Conditions When Approved
By The Engineer. Depth Less Than 3’ Allowable Only Under Findings
MODIFICATIONS TO ADVERSE AND MARGINAL SECTIONS
REVISIONS
Date
By
12/14/09
MTP
Description
Date
Of Infeasibility.
2010 Interim Design Standard
By
Description
Offset Driveway Taper 1 foot.
TURNOUTS
Interim
Date
Sheet No.
01/01/10
4 of 7
Index No.
515