|
I A
<br />AD
<br />AHOE D
<br />WORK
<br />SPEEDING FiNES
<br />DOUBLED
<br />WHEN WORKERS
<br />PRESENT
<br />DISTANCE BETWEEN SIGNS
<br />Speed
<br />Spacing (ft.)
<br />A
<br />I B
<br />C
<br />40 mph or less
<br />200
<br />200
<br />200
<br />45 mph
<br />350
<br />350
<br />350
<br />50 mph
<br />500
<br />500
<br />500
<br />*55 mph or greater
<br />2640
<br />1640
<br />1000
<br />C
<br />CLOSED
<br />Median
<br />Taper Length=
<br />See Table 11
<br />Device Spacing-T
<br />See Table I
<br />White Reflectorized Pavement Markings
<br />■ ■ ■
<br />• i
<br />Work Area
<br />• I
<br />N
<br />Buffer Space T500'
<br />See Table iI
<br />Device Spacing-T�
<br />See Table 1
<br />GENERAL NOTES
<br />1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic.
<br />2. On undivided highways the median signs as shown are to be omitted.
<br />3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted
<br />and left lane closed and lane ends signs substituted for the right lane closed and lane end signs.
<br />* The ROAD WORK I MILE sign may be used
<br />The same applies to undivided highways with the following exceptions:
<br />as an alternate to the ROAD WORK AHEAD
<br />a. Work shall be confined within one median lane,
<br />sign and the RIGHT LANE CLOSED %2 MILE
<br />b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and
<br />sign may be used as an alternate to the
<br />across the trailing end of the work area.
<br />RIGHT LANE CLOSED AHEAD sign.
<br />When work on undivided highways occurs across the centerline so as to encroach on both median lanes,
<br />** 500' beyond the ROAD WORK AHEAD sign or
<br />the inverted plan is applied to the approach of both roadways.
<br />midway between signs whichever is less.
<br />4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE
<br />details (sheet 2 of 2) when no work is being performed and the highway is open to traffic.
<br />5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the
<br />work area have high -intensity rotating, flashing, oscillating, or strobe lights operating.
<br />SYMBOLS
<br />6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to
<br />close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel
<br />® Work Area
<br />way. See Index 102-612 for shoulder taper formulas.
<br />■ Channelizing Device (See index 702-600)
<br />7 When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in
<br />accordance with other applicable TCZ Indexes,
<br />�l Work Zone Sign
<br />a
<br />8. This TCZ plan does not apply when work is being performed in the middle lane(s) of a six or more lane
<br />o Advance Warning Arrow Board
<br />highway. See index 102-614,
<br />M
<br />N
<br />O
<br />N
<br />N
<br />9. For general TCZ requirements and additional information, refer to Index 702-600.
<br />LAST Z DESCRIPTION:
<br />REVISION
<br />11101 /17 W
<br />K
<br />M
<br />ROADNWORK I
<br />Table 1
<br />Device Spacing
<br />Speed
<br />(mph)
<br />Max. Distance Between Devices (ft.)
<br />Cones or
<br />Tubular Markers
<br />Type I or Type II
<br />Barricades or Vertical
<br />Panels or Drums
<br />Taper
<br />ITangent
<br />Taper
<br />Tangent
<br />25
<br />25
<br />50
<br />25
<br />50
<br />30 ro 45
<br />25
<br />50
<br />30
<br />50
<br />50 to 70
<br />25
<br />50
<br />50
<br />100
<br />Table II
<br />Buffer Space and Taper Length
<br />Speed
<br />(mph)
<br />Buffer
<br />S
<br />Space
<br />P
<br />Taper Length
<br />(12' Lateral
<br />Transition)
<br />Dist.
<br />(ft.)
<br />L
<br />(ft.)
<br />Notes
<br />(Merge)
<br />25
<br />155
<br />125
<br />W52
<br />L 60
<br />30
<br />200
<br />180
<br />35
<br />250
<br />245
<br />40
<br />365
<br />320
<br />45
<br />360
<br />540
<br />L = WS
<br />50
<br />425
<br />600
<br />55
<br />495
<br />660
<br />60
<br />570
<br />720
<br />65
<br />645
<br />780
<br />70
<br />730
<br />840
<br />When Buffer Space cannot be attained
<br />due to geometric constraints, the
<br />greatest attainable length shall be used,
<br />but not less than 200 ft.
<br />For lateral transitions other than 12', use
<br />formula for L shown in notes column.
<br />Where:
<br />L = Length of taper in feet
<br />W = Width of lateral transition in feet
<br />S = Posted speed limit (mph)
<br />DURATION NOTES
<br />7. Temporary white edgeline may be omitted for work operations less than 3
<br />consecutive calendar days.
<br />2. For work operations up to approximately 15 minutes, signs, channelizing devices,
<br />arrow board, and buffer space may be omitted if all of the following conditions
<br />are met:
<br />a. Speed limit is 45 mph or less.
<br />b. No sight obstructions to vehicles approaching the work area for a distance
<br />equal to the buffer space and the taper length combined.
<br />c. Volume and complexity of the roadway has been considered.
<br />d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with
<br />a minimum gross weight vehicle rating (GWVR) of 16,001 lb with high -intensity,
<br />rotating, flashing, oscillating, or strobe lights mounted above the cab height
<br />and operating.
<br />3. For work operations up to 60 minutes, arrow board and buffer
<br />space may be omitted if conditions a, b, and c in DURATION NOTE 2
<br />are met, and vehicles in the work area have high -intensity,
<br />rotating, flashing, oscillating, or strobe lights operating.
<br />FOOT FY 2020-21 MULTILANE, WORK WITHIN TRAVEL WAY
<br />�--- STANDARD PLANS MEDIAN OR OUTSIDE LANE
<br />WHERE ANY VEHICLE, EQUIPMENT,
<br />WORKERS OR THEIR ACTIVITIES
<br />ENCROACH ON THE LANE ADJACENT
<br />TO EITHER SHOULDER AND THE
<br />AREA 2' OUTSIDE THE EDGE OF
<br />TRAVEL WAY.
<br />INDEX SHEET
<br />102-613 1 of 2
<br />Arrow Board Operation Discontinued And Arrow Board
<br />Shall Be Removed Or Relocated Outside The Clear
<br />Zone Or Be Shielded By A Barrier Or Crash Cushion
<br />Median
<br />D D
<br />D
<br />�
<br />rr7�,,
<br />LY
<br />�}},,
<br />LY 1Y ■
<br />■ ■ ■ ■ ■ ■ ��
<br />q
<br />g C
<br />Land Buffer Space
<br />LY
<br />END
<br />ROAD
<br />**
<br />Signs Covered
<br />Area Temporarily
<br />500'
<br />ROAD WORK
<br />WORK
<br />I MiLE
<br />SPEEDING FINES
<br />DOUBLED
<br />ROAD
<br />WORK
<br />zMILE
<br />Reopened To Traffic
<br />WHEN WORKERS
<br />Temporary Pavement Markings
<br />PRESENT
<br />Placed Through Work Area And Devices Relocated
<br />Laterally 2' To 4' Outside Edge Of Travel Way,
<br />EVEN PAVEMENT
<br /><
<br />a
<br />Arrow Board Operation Discontinued And Arrow Board
<br />Shall Be Removed Or Relocated Outside The Clear
<br />Zone Or Be Shielded By A Barrier Or Crash Cushion
<br />Median
<br />r{
<br />D
<br />LY LY
<br />r�
<br />Lp
<br />D
<br />D
<br />�'
<br />�/TITT//
<br />Work Area
<br />///11L
<br />�>
<br />■
<br />.
<br />■ ■ ■ ■ ■ ■ `t �"iY ■ ■
<br />(p
<br />A
<br />B C
<br />L and Buffer Space
<br />E�;J
<br />ROAD
<br />**
<br />Hinged Or Overlay Shields
<br />Area Temporarily
<br />500'
<br />WORK
<br />Reopened To Traffic
<br />I MILE
<br />ROAD
<br />SPEEDING FINES
<br />DOUBLED
<br />WHEN WORKERS
<br />WORK
<br />7'MILE
<br />UNEVEN
<br />LANES
<br />Temporary Pavement Markings
<br />Placed Through Work Area And Devices Relocated
<br />Laterally 2' To 4' Outside Edge Of Travel Way.
<br />a
<br />C
<br />N
<br />PRESENT
<br />UNEVEN PAVEMENT
<br />N
<br />N
<br />N
<br />N
<br />INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC
<br />LAST
<br />REVISION
<br />Z DESCRIPTION:
<br />FY 2020-21
<br />M��°�`�I['A��j' WORK WI[THI N TRAVEIL,
<br />WAY
<br />INDEX
<br />SHEET
<br />11101117
<br />FDOT
<br />STANDARD PLANS
<br />,
<br />MEDIAN OR OUTSIDE
<br />LANE
<br />102-613
<br />2 of 2
<br />Typical Half Section For Low
<br />Typical Half Section For
<br />rL Side Road
<br />Limits of Clearing and Grubbing
<br />Volume/Residential Connections
<br />Higher Volume Connections
<br />W
<br />R/W Line -:A
<br />Width
<br />W
<br />Point of Connection Base Limits:
<br />-
<br />- -
<br />Asphalt Base to Edge of Pavt.
<br />Point of Connection as Shown in the Plans
<br />/ \\ IO„ All Other Bases 4" Outside Edge of Pavt.
<br />or as Determined by the Engineer.
<br />1 1. All Bases to Apron of Curb & Gutter
<br />Shoulder 5' Min, for i I \\ and to Toe of Curb.
<br />Drainage Pipe (See Note 2)
<br />Private Driveways (! \\ I
<br />m t
<br />T 7 T TT -T Sod
<br />rT So r TT�T
<br />6' Min. for Side Roads °f Base ` \\ 3' Transition
<br />-Roadway Ditch
<br />- - - - -
<br />-
<br />a - _ _ _ Roadway Ditch-��
<br />- -
<br />�'�
<br />Limits of Stabilization 1
<br />1
<br />Same as Opposite
<br />"JI.I Shoulder
<br />Q a I
<br />C
<br />IZ /
<br />(P 5' Min. for Private Driveway
<br />_
<br />� - _ - _ - -
<br />--
<br />6' Min. for Side Roads
<br />R/W Line - �i
<br />/ \ R/W Line
<br />L11y
<br />60°-120° 1 1
<br />(
<br />-------- -- q /
<br />/� 4" Limit of Stabilization
<br />Shoulder Line b /
<br />Shoulder Line
<br />10' Std.
<br />Shoulder \ _ - - _ -
<br />Edge of Travel Way
<br />Edge of Travel Way
<br />Flare Point (Typ.)
<br />Edge of Travel Way 4" for all Bases Project P.T. (Typ.) Edge of Travel Way
<br />P.T. (Typ.)
<br />Paved Driveway Apron in Accordance
<br />-
<br />with Sheet 2 of 2 or as Shown in the Plans.
<br />WITHOUT CURB & GUTTER WiTH CURB & GUTTER
<br />Varies
<br />Varies -Determined by Varies
<br />Drive Width and Angle
<br />PLAN
<br />PLAN
<br />LIMITS OF CLEARING & GRUBBING,
<br />STABILIZING AND BASE AT DRIVEWAYS
<br />Shoulder
<br />Shoulder
<br />Sod (See Opposite)
<br />Width (Varies) Sod (See Index 446-001)
<br />W
<br />VA
<br />I.V
<br />Drainage Pipe Sta'
<br />5td.
<br />Rdwy, Ditch
<br />DRIVEWAY ENTRANCES NOTES:
<br />Mitered End Section (Typ.)
<br />1. See Plans for Driveway Width (W) and Return Radius (R).
<br />(See Index
<br />430-022)
<br />Varies -Determined by Slope Intercept
<br />2. See the Plans for drainage pipe size and length or as determined by the Engineer.
<br />The size will be no less than 15" diameter or equivalent.
<br />DRAINAGE SECTION
<br />3. Stable material may be required for graded driveways to private property as directed
<br />by the Engineer in accordance with Specification 102-8.
<br />Roadway Shoulder,
<br />Driveway Taper or
<br />4. The driveway pavement requirement at graded connections may be waived for connections
<br />Driveway Auxiliary Lanes
<br />serving one or two homes or field entrances with less than 20 trips per day, or 5 trips
<br />per hour as approved by the Engineer, or when not shown in the Plans.
<br />Travel Way
<br />Paved or Graded Driveway
<br />Existing or Proposed Drive
<br />i
<br />5. Point of Connection:
<br />a. Construct paved driveways for all paved connecting facilities. The connecting point
<br />1:6 Std. 1:4 Std. \
<br />will be determined by the Engineer.
<br />Point of Connection
<br />b. Construct paved driveways for all business, commercial, industrial or high volume
<br />residential graded connecting facilities. Construct the connecting point 30'-0' from
<br />Q
<br />edge of travel way or at R/W line, whichever is less.
<br />g
<br />DRIVEWAY PROFILE AND END VIEW
<br />c. Construct paved driveways for all side road connections. The R/W is the connecting point.
<br />m
<br />N
<br />FLUSH SHOULDER ROADWAY - DRIVEWAY CONSTRUCTION
<br />ZO DESCRIPTION:
<br />FY 2020-21
<br />INDEX
<br />SHEET
<br />EREION
<br />v,
<br />FDOTT
<br />PAVED AND GRADED DRIVEWAYS
<br />W
<br />.�-- STANDARD PLANS
<br />330-001
<br />1 of 2
<br />K
<br />Edge of
<br />Travel Way
<br />TYPE 1 T
<br />15'
<br />rp Driveway ,
<br />i
<br />Al
<br />4J
<br />Varies- Determined By Drive Width & Skew
<br />Automobile Traffic
<br />AREAS FOR ONE 5' DEEP
<br />DRIVEWAY APRON (SY)
<br />Drive
<br />Intersection
<br />Width
<br />Normal
<br />Skewed
<br />(Ft.)
<br />Type I
<br />Type II
<br />Type 1
<br />Type II
<br />12
<br />26
<br />51
<br />31
<br />60
<br />14
<br />27
<br />52
<br />33
<br />61
<br />16
<br />28
<br />53
<br />34
<br />63
<br />18
<br />29
<br />54
<br />35
<br />64
<br />20
<br />31
<br />55
<br />37
<br />65
<br />22
<br />32
<br />56
<br />38
<br />67
<br />24
<br />33
<br />57
<br />39
<br />68
<br />26
<br />34
<br />58
<br />40
<br />69
<br />28
<br />35
<br />59
<br />42
<br />70
<br />30
<br />35
<br />51
<br />43
<br />72
<br />32
<br />1 37
<br />62
<br />44
<br />73
<br />34
<br />38
<br />63
<br />46
<br />74
<br />36
<br />39
<br />64
<br />47
<br />76
<br />38
<br />41
<br />65
<br />48
<br />77
<br />40
<br />42
<br />66
<br />49
<br />78
<br />42
<br />43
<br />67
<br />51
<br />79
<br />44
<br />44
<br />68
<br />52
<br />81
<br />46
<br />45
<br />69
<br />53
<br />82
<br />48
<br />46
<br />71
<br />55
<br />83
<br />50
<br />47
<br />72
<br />56
<br />85
<br />52
<br />48
<br />73
<br />57
<br />86
<br />54
<br />49
<br />74
<br />58
<br />87
<br />56
<br />51
<br />75
<br />601
<br />88
<br />58
<br />52
<br />76
<br />61
<br />90
<br />60
<br />53
<br />77
<br />62
<br />1 91
<br />LAST DESCRIPTION:
<br />REVISION us
<br />11/01118 w
<br />cc
<br />FC
<br />Friction Course (FC) Trams
<br />0.25"
<br />Structural Course
<br />FRICTION COURSE TRANSITION
<br />DETAIL "A"
<br />Paved Driveway Apron
<br />Construction Limits
<br />(See Note 3)
<br />21'
<br />TYPE II - Typical Truck -Trailer Traffic
<br />DRIVEWAY TYPES
<br />Edge of
<br />Travel Way
<br />MATERIAL TYPES AND THICKNESSES FOR PAVED CONNECTIONS
<br />Minimum Thickness (in.)
<br />Course
<br />Materials
<br />Connections
<br />Roadway*
<br />Structural
<br />Asphaltic Concrete
<br />1 /Z'
<br />1112
<br />Bases
<br />Optional Base (See Specification 285)
<br />O.B.G. 2
<br />O.B.G. 3
<br />* Travel way flares (bypass lanes), auxiliary lanes serving more than a single connection, and all median
<br />crossovers including their auxiliary lanes and/or transition tapers.
<br />NOTES
<br />1. Use same material for driveway structural course and roadway overbuild or structural course,
<br />except as approved by the Engineer for graded connections. Other Department -approved
<br />equivalent pavements may be used at the discretion of the Engineer.
<br />2. Auxiliary lanes and their transition tapers shall be the same structure as the abutting travel way
<br />pavement thickness or any of the roadway structures tabulated above, whichever is thicker.
<br />3. If an asphalt base course is used for a driveway, its thickness may be increased to match the edge
<br />of travel way pavement thickness in lieu of a separate structural course. 6" of Portland cement
<br />concrete will be acceptable in lieu of the asphalt base and structural courses. See Notes 4 and 5 below.
<br />4. A structural course is required for flexible pavements when they are used for auxiliary lanes serving
<br />more than a single connection.
<br />5. Use Class NS concrete at least 6" thick for driveways paved with Portland Cement Concrete. Construct in
<br />accordance with Specifications 347, 350, and 522.
<br />6. The Department may require other pavement criteria where local conditions warrant.
<br />FDOTT FY 2020-21
<br />�-- STANDARD PLANS
<br />Friction Course (FC)
<br />Structural Course
<br />or Overbuild -
<br />Match Structural Course
<br />Ma
<br />_ S°^Jder�
<br />__--Existing Base
<br />Base
<br />SECTION AA RESURFACING
<br />NEW DRIVEWAY
<br />New Structural Course or Overbuild
<br />Existing Structural Course
<br />✓Existing Base
<br />Friction Course (FC)
<br />New Structural
<br />Match_ Shoulder Course
<br />.' Match Existing
<br />Existing
<br />Structural
<br />SECTION AA Course
<br />RESURFACING EXISTING DRIVEWAY
<br />GENERAL NOTES:
<br />1. Driveways are to be constructed or resurfaced for low volume (single family, duplex, farm, etc.)
<br />residential connections as directed by the Engineer.
<br />2. Driveways construction is not required for low volume residential connections where roadway
<br />shoulders are paved.
<br />3. Match existing paved shoulder widths > 4'. For all other shoulders conditions, construct at 5' wide.
<br />4. Connections beyond the shoulder width are to be constructed as directed by the Engineer.
<br />5, Construct Driveway Base in accordance with Specification 286.
<br />6. Payment for structural course and friction course is to be included in roadway pavement pay item.
<br />I•' V `, I :III `, A III : � I'' �� III I :III !I� i" i � I . '� `, A 1 ��
<br />INDEX SHEET
<br />330-001 2 of 2
<br />ASER
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<br />■ NORTH CAROLINA ■ COLORADO
<br />State of F.L. C.O.A.: 30301 / LB7388
<br />Copyright© 2021. Maser Consulting. All Rights Reserved. This
<br />drawing and all the information contained herein is authorized for
<br />use only by the party for whom the services were contracted or to
<br />who it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />the express written consent of Maser Consulting, P.A.
<br />4 PROTECT YOURSELF
<br />ALL STATES REQUIRE NOTIFICATION OF
<br />o EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know what's below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 LCOM
<br />vi
<br />F-
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<br />JuJ
<br />STUART ROGERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &.
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15.26-21.0030.08100.0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue
<br />Suite 100
<br />Tampa, FL 33634
<br />.. Phone: 813.207.1061
<br />Fax: 813.281.1050
<br />SCALE: DATE: DRAWN BY: CHECKED BY:
<br />AS SHOWN 12/31/19 AM SMR
<br />PROJECT NUMBER: DRAWING NAME:
<br />19002495A C-DTLS
<br />SHEET TITLE:
<br />TRAFFIC CONTROL &
<br />DRIVEWAY DETAILS
<br />SHEET NUMBER:
<br />21 of 21
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRIJCTIAN
<br />
|