|
L J '_
<br />CURB RAMP NOTES:
<br />I. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS OF EACH CURB RAMP FOR SUBMISSION AND APPROVAL OF THE UNDERSIGNED
<br />PROFESSIONAL AND THE MUNICIPAL, COUNTY, STATE OR OTHER AGENCY'S ENGINEER HAVING JURISDICTION.
<br />2. LANDING AREA, APPROACH SIDEWALK TRANSITIONS AND CURB RAMP SHALL BE KEPT CLEAR OF OBSTRUCTIONS.
<br />3. CURB (DROPPED CURB) GUTTER -LINE TO BE FLUSH WITH ROADWAY PAVEMENT.
<br />4. CROSSWALKS AND PAVEMENT MARKINGS TO BE INSTALLED AS DENOTED ON SITE PLAN.
<br />S. MAXIMUM RAMP SLOPE MAY BE 12H:I V UPON APPROVAL OF ENGINEER. RAMP SLOPES SHOWN ARE
<br />THE PREFERRED SLOPE. SIDE FLARE SLOPES MAY BE I OH: IV UPON THE APPROVAL OF THE ENGINEER.
<br />6. MINIMUM RAMP CROSS -SLOPE SHALL BE 0.50% OR THE MAXIMUM RAMP CROSS -SLOPE MAY BE 2.00% UPON APPROVAL OF THE ENGINEER.
<br />CROSS -SLOPES SHOWN IN THE DETAILS ARE THE PREFERRED SLOPE MAINTAIN A LEVEL OF CONSTRUCTION TOLERANCE.
<br />7. ACCESSIBLE RAMPS SHALL BE INSTALLED PURSUANT WITH THE CURRENT UNITED STATES ACCESS BOARD
<br />ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN AS
<br />PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE AND OTHER APPLICABLE LOCAL AND STATE STANDARDS IN EFFECT AT THE
<br />DATE OF CONSTRUCTION.
<br />8. DEVIATION FROM THE CURB RAMP DETAIL REQUIRES THE WRITTEN APPROVAL OF THE UNDERSIGNED PROFESSIONAL AND THE
<br />MUNICIPAL, COUNTY, STATE OR OTHER AGENCY'S ENGINEER HAVING JURISDICTION.
<br />9. THE RAMP SURFACE SHALL BE A NON -SLIP, HAND BROOMED FINAL FINISH OF CONCRETE SURFACES.
<br />10. CONCRETE EXPANSIONS JOINTS SHALL BE FIRM SURFACES, WITH CONCRETE EDGES 1/4" BEVELED, AND WITH THE JOINT SURFACE NOT
<br />MORE THAN 1/4" BELOW THE ADJOINING CONCRETE SURFACE.
<br />11. CURB RAMPS MUST BE WHOLLY CONTAINED WITHIN THE CROSSWALK CROSSING.
<br />12. THE CLEAR SPACE SHALL BE INCREASED TO 5 FEET WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF THE SIDEWALK.
<br />13. ON CURVED CROSSWALKS, THE MAXIMUM SEPARATION BETWEEN THE CURB AND DETECTABLE WARNING SURFACE SHALL NOT EXCEED
<br />5 FEET. THE MAXIMUM SEPARATION AREA MAY BE WITHIN THE 4' BY 4' CLEAR ZONE. A SHOP DRAWING SHALL BE SUBMITTED PRIOR TO
<br />CONSTRUCTION FOR APPROVAL.
<br />3
<br />ADA CURB RAMP DETAILS
<br />N.T.S.
<br />CURB TAPER
<br />CONCRETE SIDE FLARE TO
<br />BE PROVIDED WHERE
<br />SHOWN ON PLAN
<br />14H:IV (DESIRABLE)
<br />DETECTABLE 12H:IV (MAX)
<br />SIDE FLARE
<br />WARNING SURFACE
<br />5' MAX
<br />(SEE NOTE 13)
<br />O d
<br />< I • V (DESIRABLE)
<br />'d a 4' X 4' MIN CL R 12H:1 AX)
<br />d SPACE RAMP I%
<br />d .
<br />d e
<br />a a
<br />d d .d C
<br />d d
<br />, Yn., v ww,n ')
<br />CONCRETE SIDE FLARE TO 12H:IV (MAX)
<br />SIDE FLARE
<br />BE PROVIDED WHERE /
<br />SHOWN ON PLAN
<br />(OPTIONAL)
<br />NOTCH SHALL EXTEND
<br />6"± INTO SURFACE
<br />COURSE OF EXISTING
<br />PAVEMENT (1-2" THICK)
<br />EXISTING PAVEMENT
<br />NEW PAVEMENT
<br />EXISTING PAVEMENT
<br />NEW PAVEMENT SHALL EXTEND
<br />6"+_' BEYOND LIMIT OF TRENCH
<br />BASE SHALL EXTEND
<br />18"± BEYOND TRENCH
<br />4" WIDE SEALER IN
<br />JOINT ALL AROUND
<br />PATCH
<br />_ --
<br />NG
<br />BANK RUN GRAVEL BACKFILL �- STRAIGHT SAW CUT TO
<br />COMPACTED IN 12" LIFTS J REMOVE EXISTING
<br />SURFACE COURSE (TYP.)
<br />EXCAVATION SEE PAVEMENT
<br />SECTION DETAIL
<br />NOTE:
<br />1. BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL
<br />2. BASE MATERIAL SHALL BE PLACED IN 6" MAXIMUM LIFTS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98%
<br />MAXIMUM DENSITY PER AASHTO T-180
<br />3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAW CUT
<br />4. SURFACE MATERIAL SHALL BE CONSISTENT WITH THE SURROUNDING SURFACE MATERIAL
<br />5. BASE MATERIAL SHALL HAVE A MINIMUM CARBONATE OF 70%
<br />6. SUB GRADE MATERIAL SHALL BE GRANULAR AND ANGULAR AND SHALL HAVE A MINIMUM LBR OF 40
<br />7. IF THE DITCH IS FILLED TEMPORARILY, IT SHALL BE COVERED WITH 2" THICK ASPHALT CONCRETE PATCH TO KEEP THE FILL
<br />MATERIAL FROM RAVELING, UNTIL REPLACED WITH THE PERMANENT PATCH
<br />2
<br />NOTES:
<br />I. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS
<br />AND SCREWS MUST BE RUSTPROOF.
<br />2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE 3-13" White Chevron
<br />A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. Equally Spaced �
<br />3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE Per Ais1
<br />SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM
<br />BACKING (.080) IN THICKNESS.
<br />4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) I N
<br />1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES.
<br />5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR
<br />FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND,
<br />INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180).
<br />FULL 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB.
<br />CURB HEIGHT 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES
<br />ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD.
<br />8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE
<br />PER FLORIDA ACCESSIBILITY BUILDING CODE SECTION 4.6.3.
<br />Face of curb or / T
<br />MAINTAIN POSITIVE
<br />DRAINAGE NEAR RAMP
<br />0.50% MIN
<br />1.50% MAX
<br />DEPRESSED CURB
<br />TO BE FLUSH WITH
<br />PAVEMENT
<br />\ 4' X 4' MIN CLEAR
<br />SPACE
<br />FULL
<br />CURB HEIGHT
<br />ADA CURB RAMPT TYPE 6 DETAIL
<br />N.T.S.
<br />SYMBOL
<br />OF ACCESSIONAL
<br />of
<br />WHITE ON BLUE BACKGROUND
<br />3 I /8"
<br />E
<br />1 1/2"
<br />-WHITE BACKGROUND
<br />BLACK MESSAGE
<br />LETTERING
<br />I I/4"
<br />3/8" HOLES WITH HOLES
<br />DRILLED ON I" CENTERS
<br />METAL POST
<br />FULL LENGTH IN FULL
<br />WT. OF BLANK POST SHALL BE 2-2 1/2"#/FT,
<br />LENGTH METAL POST.
<br />SECTION A - A
<br />o (MOUNT WITH 5/16" X 2 1/4"
<br />FDOT APPROVED ROUND
<br />BOLTS, TOP AND BOTTOM
<br />^ F- OF SIGN.)
<br />ALUMINUM COLUMN (POST)
<br />V A Al
<br />MAY ALSO BE UTILIZED
<br />oI SIGN NOTES: I,,I
<br />I.
<br />METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, l-1►-4
<br />9
<br />WASHERS AND SCREWS MUST BE RUSTPROOF. IF- I�0" ll
<br />L 2.
<br />CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT CONCRETE FOOTING
<br />AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
<br />j
<br />P.S.I.
<br />3.
<br />SIGNS WILL BE FABRICATED BY USING REFLECTING
<br />c
<br />COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED
<br />TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS.
<br />4•
<br />MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES
<br />B) 2" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM
<br />TRAFFIC CONTROL DEVICES.
<br />5
<br />THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE
<br />WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE
<br />5
<br />RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL
<br />BLUE IN COLOR (FED. STD. 595a, COLOR #15180).
<br />6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB
<br />v
<br />HANDICAP PARKING SPACE SIGN DETAIL
<br />V 5
<br />N.T.S.
<br />P
<br />a
<br />V
<br />El
<br />6
<br />1 3' or 5' square 1
<br />MANDATORY
<br />White on Blue Background
<br />PARKING STRIPING DETAIL
<br />N.T.S.
<br />6'-0"
<br />7„
<br />T-8" 2'-8"
<br />4" 4"
<br />EPDXY PLAN
<br />ADHESIVE TO
<br />PAVEMENT OPENING REPAIR DETAIL
<br />N.T.S.
<br />�� ADA SIGN SEE DETAIL
<br />See Note 7 left.
<br />5' MIN.
<br />SURFACE DOWEL
<br />BAR
<br />PAVEMENT A GRADE
<br />SURFACE
<br />6"
<br />12"
<br />7"
<br />SECTION A -A
<br />1/2"
<br />ELEVATION
<br />NOTES:
<br />I. UNIT TO BE PINNED TO SURFACE WITH (3) 5/8" DIA. GALVANIZED STEEL RODS, 12"
<br />MINIMUM LENGTH.
<br />2. ALL BEVELS TO BE 1 /2". ALL ANGLES TO BE 45°
<br />PRECAST CONCRETE BUMPER CURB
<br />WHEEL STOP (FOR CARS) DETAIL 7
<br />N.T.S.
<br />4.;
<br />I' X I' Beveled
<br />or 1.5 Radius
<br />ws�
<br />1' x 1' Beveled A i
<br />or 1.9 Radius Ln
<br />q
<br />See DETAIL "C" (sheet 6)
<br />in 1 / Stajdffsetl
<br />Pfpe,r5lab - 1
<br />Fillet (Typ 1
<br />Pipe ITyp,)
<br />Concrete Slab Reinforced With WWR
<br />6x6-WI4xWI.4 (See General Mote 3
<br />PLAN - SINGLE PIPE
<br />�c
<br />�N, I
<br />f }.
<br />Concrete Slab Reinforced With WWR
<br />6x6-WL4xWl.4 ISee General Note 3)
<br />PLAN MULTIPLE PIPE
<br />q AIES
<br />Concrete StaC
<br />See Section A. A Sta./Orfset Pipe/slab Fiilet: = r-
<br />Location Deepen Concrete i
<br />Slab to Form Bridge 11 ,
<br />2_ Across Crown of Pipe -
<br />' ♦� � Cl or S Concrete Slab
<br />a No Pipe Joint Unless r!2 �:
<br />Ayr waved By ERtjtrteFi s/o See DETAIL "A" 0 or 5
<br />° 0 or R e ° Saddle Slope iSee
<br />Side ditch 6rade 4 General Note Ti h . C-` "' Pa Side f]Pfcll G 4de
<br />Concrete f�rpe �-'�
<br />Connector i�e5
<br />r. y
<br />Saddle Slope (See
<br />General Note 71 5" Min. Sod Concrete Pipe 44 gar
<br />H E SECTION A -A
<br />(Pipe/5fab fillet) 6'F
<br />F (Pipe Included In Mitered End SectmnJ
<br />ELEVATION DETAIL "A"
<br />,ROUND CONCRETE PIPE
<br />DOTE: See Table 1 on Sheet 3 €or Dimensions and Quantities: (Elflptlral Pipe Similar)
<br />SINGLE AND MULTIPLE CONCRETE PIPE
<br />L457 DESCRIPTION. FY 2020-21 INDEX SHEET
<br />REVISION FL1C1TT CROSSDRAIN MITERED END SECTION 430-t?�i 2 of 6
<br />11/01/19 - STANDARD PLANSCt
<br />TABLE 1
<br />SINGLE AND MULTIPLE CONCRETE PIPE DIMENSIONS AND QUANTITIES
<br />@ia.
<br />D
<br />Rise
<br />R
<br />Span
<br />5
<br />X
<br />A
<br />B
<br />C
<br />E
<br />F
<br />G
<br />H
<br />M
<br />N
<br />5 2" CONIC, SLAB (CY)
<br />General
<br />3" CONE. SLAB ICY)
<br />(See General Note 3)
<br />SODDING f5Y1
<br />Single
<br />P/ a
<br />Double
<br />Pie
<br />Tripe
<br />Pl a
<br />Quad.
<br />Ai a
<br />Single
<br />Pt a
<br />Double
<br />-pipe
<br />Triple
<br />Pipe
<br />Quad.
<br />Pipe
<br />Single
<br />Pie
<br />Double
<br />Pipe
<br />Triple
<br />Pie
<br />quad,
<br />I Pipe_
<br />Single
<br />Pi
<br />Double
<br />Pie
<br />Triple
<br />Pipe
<br />Quad,
<br />Pipe
<br />2'-7"
<br />192
<br />2.18'
<br />4.10
<br />2.06'
<br />5'
<br />1.22'
<br />29'
<br />41Y
<br />7.21'
<br />9,79'
<br />IZ37
<br />119'
<br />0,38
<br />0.58
<br />0.77
<br />0.96
<br />0.27
<br />0.41
<br />0.54
<br />0.67
<br />21
<br />24
<br />27
<br />30
<br />ISx
<br />-
<br />2'-10"
<br />1-97'
<br />2.74'
<br />4.71,
<br />2,56'
<br />6`
<br />1,41'
<br />3.4'
<br />4.9Z
<br />T75'
<br />10.58'
<br />13,42'
<br />1,21'
<br />0,44
<br />0.65
<br />0,87
<br />1,09
<br />0.3I
<br />0.45
<br />0.60
<br />0.75
<br />22
<br />25
<br />28
<br />31
<br />24'
<br />-
<br />3-5'
<br />2,06'
<br />185'
<br />5;91'
<br />3,56'
<br />7'
<br />1,73'
<br />3.4'
<br />5.50,
<br />8:92`
<br />12.33'
<br />15.75'
<br />1,25'
<br />0.54
<br />0.83
<br />1.12
<br />142
<br />0.39
<br />039
<br />0,79
<br />1.00
<br />24
<br />28
<br />32
<br />35
<br />36"
<br />-
<br />-
<br />4'-3'
<br />2.15'
<br />4..95'
<br />7,10'
<br />4.56'
<br />6'
<br />2,00'
<br />3A'
<br />6.08'
<br />I0.33'
<br />14.58'
<br />18.83
<br />L29'
<br />0.66
<br />Ii09
<br />1.50
<br />L91
<br />0,46
<br />0:76
<br />1.04
<br />1.32
<br />26
<br />31
<br />35
<br />40
<br />1.2
<br />3w,
<br />-
<br />-
<br />5'-1"
<br />2,Z5'
<br />6,08`
<br />8.33'
<br />S.56
<br />9`
<br />2,24'
<br />3,4'
<br />6.67'
<br />11.75,
<br />16,83,
<br />21.92"
<br />1.33'
<br />0,81
<br />1138
<br />1.95
<br />2.51
<br />0"55
<br />0.94
<br />133
<br />1.71
<br />28
<br />34
<br />39
<br />45
<br />a
<br />Slope
<br />42'
<br />48"
<br />-_
<br />-
<br />6'-0"
<br />6a-9''
<br />234'
<br />2.43'
<br />7.21'
<br />8.3Y
<br />9,55'
<br />10,76'
<br />636'
<br />7.56'
<br />10'
<br />11'
<br />2,45'
<br />2.65
<br />3.4'
<br />3.4'
<br />7.25'
<br />7:83'
<br />13,25'
<br />14.58'
<br />19,25'
<br />21.3Y
<br />25.2-V
<br />28, 8''
<br />L38'
<br />1.42'
<br />0.97
<br />1.13
<br />1.70
<br />2,04
<br />2.45
<br />493
<br />3,19
<br />3.84
<br />0.66
<br />0.76
<br />1,15
<br />L37
<br />1.66
<br />1,06
<br />2.15
<br />2.57
<br />10
<br />32
<br />37
<br />39
<br />43
<br />47
<br />50
<br />54
<br />0
<br />0
<br />54"
<br />-
<br />-
<br />7' 8'
<br />2.52
<br />9.44'
<br />1 t.96`
<br />8.56'
<br />12
<br />2,83'
<br />3.4'
<br />8,42'
<br />16.08'
<br />23.75'
<br />31.42'
<br />L46'
<br />1.31
<br />2.44
<br />3.58
<br />4,72
<br />0.87
<br />1.62
<br />2.38
<br />3.14
<br />34
<br />42
<br />51
<br />59
<br />60'"
<br />-
<br />-
<br />8'-6"
<br />2.62
<br />10,56'
<br />13. 18'
<br />9-56'
<br />14'
<br />3.00'
<br />44
<br />9.00'
<br />17.50'
<br />26:00'
<br />34.50'
<br />1.50'
<br />131
<br />2,89
<br />4.28
<br />5.68
<br />6.99
<br />1.90
<br />.2.81
<br />3.73
<br />36
<br />45
<br />55
<br />64
<br />H
<br />m
<br />66"
<br />_
<br />9'-Z''
<br />2.71'
<br />1168'
<br />1439`
<br />10.56'
<br />15'
<br />3.18'-
<br />4.4'
<br />9.58'
<br />18.75`
<br />2T.9?'
<br />3708'
<br />1.54'
<br />7.68
<br />3.25
<br />4.84
<br />6,43
<br />7.11
<br />2.15
<br />3.27
<br />4,27
<br />38
<br />48
<br />58
<br />68
<br />22'
<br />-
<br />10`-0"
<br />2.8C
<br />12 80'
<br />15,60,
<br />1 I.56'
<br />16'
<br />3.30
<br />4.4'
<br />10J6'
<br />20.15'
<br />30.16'
<br />40.16,
<br />1.58,
<br />1,99
<br />3.74
<br />5,59
<br />7.45
<br />1,24
<br />2.46
<br />3,68
<br />4.90
<br />40
<br />51
<br />62
<br />73
<br />0
<br />15,
<br />-
<br />-
<br />Z-7" _
<br />2.27'
<br />4.09'
<br />6.36'
<br />4.03'
<br />8
<br />1,22'
<br />4.0'
<br />4;UX
<br />7.2I`
<br />9.79'
<br />12,37-
<br />1.19'
<br />O.S7
<br />0.87
<br />1.15
<br />7;44
<br />0,40
<br />0,61
<br />0,80
<br />1.00
<br />Z3:
<br />26
<br />29
<br />3Z
<br />W
<br />lir
<br />-
<br />2'-1&'
<br />2:36',
<br />5,12'
<br />148'
<br />5:03'
<br />Y
<br />1,41'
<br />4,0'
<br />4.92'
<br />7,75'
<br />10,58'
<br />1342'
<br />1.21'
<br />0.66
<br />0.99
<br />1,31
<br />1,65
<br />0.47
<br />0.69
<br />0.91
<br />1,14
<br />25
<br />28
<br />:31
<br />35
<br />24!
<br />--
<br />-
<br />3'-S"'
<br />2.53
<br />7.1 n
<br />9-71'
<br />7.
<br />T
<br />1, 7
<br />4.0'
<br />S SO
<br />8:92'
<br />-12 -33'
<br />1 ,75'
<br />L25'
<br />0.85
<br />1,30
<br />1L7
<br />2.20
<br />ox
<br />0.90
<br />1.21
<br />1.52
<br />28
<br />32
<br />36
<br />40
<br />a
<br />30'
<br />-
<br />--
<br />4-3" .
<br />2,70
<br />9.25°
<br />71,95'
<br />9.03"
<br />13
<br />200
<br />4,0'
<br />608'
<br />1033'
<br />14.58'
<br />18,83`
<br />1.29'
<br />1.70
<br />1.74
<br />229
<br />3.05
<br />0.76
<br />139
<br />1163
<br />2.07
<br />31
<br />36
<br />41
<br />46
<br />a
<br />5'-1"
<br />2,87'
<br />11.31' +1
<br />14, 18'
<br />11.03' ^.
<br />15'
<br />2.24'
<br />4.0'
<br />6,67'
<br />1 105'
<br />16,83'
<br />21,92'
<br />1.33'
<br />1.32
<br />221
<br />3,08
<br />3.96'
<br />0.89
<br />L48
<br />2.05
<br />2,63
<br />34
<br />40
<br />46
<br />52
<br />1.4
<br />42"
<br />-
<br />-
<br />6'-0"
<br />3.05'
<br />13.37'
<br />16.42'
<br />1 13.03'
<br />17
<br />2.45'
<br />4.0'
<br />7.25'
<br />1 13.25'
<br />19,25'
<br />25:25'
<br />1.38'
<br />L58
<br />276
<br />3,91
<br />5.09
<br />L05
<br />1.82
<br />2,57
<br />3.34
<br />36
<br />44
<br />51
<br />58
<br />Slope
<br />48'
<br />-
<br />6-9"
<br />322
<br />15.43
<br />18.65'
<br />15.03'
<br />19'
<br />2.65'
<br />1 40'
<br />7.83'
<br />14.58'
<br />2133'
<br />28.08'
<br />1.42'
<br />1,85
<br />3.30
<br />473
<br />637
<br />1,21
<br />2.15
<br />347
<br />4,00
<br />41
<br />48
<br />56
<br />63
<br />54'
<br />T--B"
<br />339
<br />1 17-49
<br />20,88
<br />IT03
<br />21'
<br />2.83'
<br />1 4.0'
<br />8.42,
<br />16,08'
<br />2315'
<br />31.42'
<br />1,46'
<br />2.14
<br />3.95
<br />5.77
<br />7.58
<br />L39
<br />2.55
<br />372
<br />4.88
<br />44
<br />52
<br />61
<br />69
<br />60'
<br />-
<br />-
<br />8'-6'
<br />156'
<br />19.55'
<br />23.1F
<br />19.03'
<br />23'
<br />-3,00'
<br />4.0'
<br />9,00'
<br />17.50'
<br />26,00'
<br />34,50'
<br />L50'
<br />2.45
<br />1 4,66
<br />6.87
<br />9.07
<br />L59
<br />3.02
<br />444
<br />5,85
<br />47
<br />56
<br />66
<br />75
<br />66'
<br />----
<br />St-2"
<br />3.73
<br />2T62
<br />Z5.35'
<br />2.1,03'
<br />25`
<br />3,19
<br />40
<br />9.58'
<br />18.751
<br />27.92'
<br />37,08'
<br />1.54'
<br />2.98
<br />1 3.54
<br />6.18
<br />10.84
<br />1,91
<br />3,66
<br />5.40
<br />715
<br />49
<br />59
<br />69
<br />ao
<br />72
<br />-
<br />-
<br />12'
<br />-
<br />18'
<br />IFF
<br />2'•10"
<br />3 91`
<br />,97'
<br />23.68`
<br />1.62'
<br />27. 9'
<br />3ST
<br />23.03'
<br />1.56'
<br />27,
<br />4'
<br />3.3tx
<br />L50'
<br />4.0
<br />2,4'
<br />10.16'
<br />4,92'
<br />20I6'
<br />T75'
<br />30.1W
<br />10,58'
<br />40:16'
<br />13,421
<br />1. 8'
<br />1,21' :
<br />3. 9
<br />0,30
<br />6;61
<br />OA9
<br />917
<br />0:67
<br />13-13
<br />0,85
<br />2-IZ
<br />0,19'
<br />4,18
<br />0,33
<br />6,24
<br />0145
<br />6,30
<br />0.57
<br />52
<br />21
<br />63
<br />24
<br />74
<br />27
<br />85
<br />30
<br />PP
<br />23"
<br />3-4'
<br />2.01''
<br />L99'
<br />4,00'
<br />1.89,
<br />5'
<br />110,
<br />3J'
<br />5� 8'
<br />8,71' M12.04'
<br />15+38'
<br />1,23'
<br />0.37
<br />p,59
<br />0,81
<br />1,02
<br />Oi 25
<br />040
<br />0.53
<br />OA9
<br />22
<br />26
<br />29
<br />33
<br />29"
<br />30"
<br />4'-0'
<br />211'
<br />2,92'
<br />5.03'
<br />2.73'
<br />5'
<br />2,37'
<br />33'
<br />6,04'
<br />10,04'
<br />14,04'
<br />moo
<br />1,27,
<br />0.50
<br />0.60
<br />1.09
<br />1,39
<br />0.34
<br />0,55
<br />0.75
<br />0.95
<br />24
<br />28
<br />33
<br />37
<br />-
<br />24'
<br />30"
<br />5'-0'
<br />2,20'
<br />185'
<br />6.05'
<br />3.56'
<br />7'
<br />2,85`
<br />3,4
<br />6.79'
<br />11,79'
<br />16,79'
<br />21.79
<br />1,31'
<br />0.62
<br />1,03
<br />1.45
<br />LaB
<br />0,43
<br />0.71
<br />1,00
<br />1.28
<br />26
<br />31
<br />37
<br />42
<br />45'
<br />511"
<br />2.34'
<br />1 4,79'
<br />7_a
<br />4,39'
<br />8'_
<br />3,19'
<br />3.6'
<br />7,50'
<br />13.42'
<br />19,33'
<br />Z5.25'
<br />1,38'
<br />0,75
<br />L30
<br />1.84
<br />2.39
<br />0,52
<br />0.90
<br />1-27 -
<br />1.65
<br />26
<br />34
<br />41
<br />47
<br />1.2
<br />-
<br />34"
<br />53'
<br />T-0"
<br />2,43'
<br />172'
<br />8.15'
<br />5,23'
<br />9'
<br />337'
<br />3.8'
<br />8.25'
<br />15.25'
<br />22,25'
<br />29.25'
<br />1.42'
<br />0.90
<br />L61
<br />Z32
<br />3.03
<br />0:62
<br />1.11
<br />1,60
<br />2.09
<br />30
<br />37
<br />45
<br />53
<br />Slope
<br />-
<br />38"
<br />601,
<br />7'-10"
<br />2.5Z
<br />6.46'
<br />8.98'
<br />519'
<br />9'
<br />3.95'
<br />3Y
<br />8.92'
<br />16.75'
<br />2438'
<br />32.42'
<br />1,46'
<br />L03
<br />1.89
<br />2.74
<br />3,60
<br />0.70
<br />1.29
<br />1;87
<br />2.46
<br />31
<br />40
<br />49
<br />57
<br />a
<br />-
<br />43"
<br />68'
<br />8'-IF`
<br />Z.62'
<br />7'.39'
<br />10.01"
<br />6,73`
<br />10'
<br />4.28'
<br />3.3'
<br />9:67'
<br />16,58'
<br />27,50'
<br />36.42'
<br />1.50'
<br />L19
<br />2:Z6
<br />3.33
<br />4.40
<br />0.81'
<br />1,54
<br />Z.26
<br />2.99
<br />33
<br />43
<br />53
<br />63
<br />a,
<br />48
<br />76"
<br />9'n
<br />T71'
<br />8.33'
<br />11.04'
<br />;.Slr
<br />IP
<br />4.59'
<br />3,4'
<br />10.42'
<br />20-33'
<br />30.25"
<br />40,17'
<br />154' m
<br />1.38
<br />2,65
<br />3,93
<br />5.21
<br />0.93
<br />L79
<br />Z66
<br />3.53
<br />35
<br />46
<br />57
<br />68
<br />53
<br />83''
<br />IO'-6°
<br />2.80
<br />9.26'
<br />12.06'
<br />1 8.39
<br />12
<br />C77'
<br />3. '
<br />11,08'
<br />21,75'
<br />32:4.2"
<br />4303'
<br />158'
<br />1.55
<br />303
<br />4.50
<br />5.96
<br />1.04
<br />Z04
<br />343
<br />442
<br />1 37
<br />49
<br />61
<br />73
<br />c
<br />58"
<br />91"
<br />111-8"
<br />2.90'
<br />10.19'
<br />13.09
<br />9 23'
<br />13'
<br />5.01'
<br />3.8'
<br />11.83'
<br />23,50'
<br />35,17'
<br />46.83'
<br />1.63'
<br />L75
<br />3.47
<br />5.20
<br />6.93
<br />L17
<br />2.33
<br />3.49
<br />4.66
<br />39
<br />32
<br />65
<br />78
<br />U
<br />- -
<br />12"
<br />18'
<br />2'40"
<br />236'
<br />3.06"
<br />5.42'
<br />3.03'
<br />5'
<br />1.50'
<br />2.0'
<br />4.92'
<br />7.75'
<br />10,58'
<br />13.42'
<br />L21'
<br />0.45
<br />0.68
<br />0,92
<br />I:14
<br />0.30
<br />0.45
<br />0.61
<br />0.76
<br />23
<br />26
<br />29
<br />32
<br />76
<br />-
<br />14'
<br />23"
<br />3'-4"
<br />2.44'
<br />3.75'
<br />6.19,
<br />3.70'
<br />6'
<br />1.90'
<br />1 2.3'
<br />5.3W
<br />8,7r
<br />12,04'
<br />15.38'
<br />1,23'
<br />0.53
<br />0.83
<br />1.13
<br />7.42
<br />0,36
<br />0.56
<br />0,76
<br />035
<br />24
<br />26
<br />32
<br />35
<br />-
<br />19"
<br />30"
<br />4'-0"
<br />2.62'
<br />5.47'
<br />8,09'
<br />5.36'
<br />8'
<br />2.37'
<br />2.6'
<br />1 6.04'
<br />10,04'
<br />14,04'
<br />18,04'
<br />1,27'
<br />0.74
<br />f15
<br />1.57
<br />1.98
<br />0.51
<br />0.79
<br />I,D8
<br />1.36
<br />27
<br />32
<br />36
<br />40
<br />2;r
<br />38"
<br />5'-0^_
<br />2.79'
<br />7.I8'_
<br />:.9.97'
<br />743'
<br />I0'
<br />2,X$'
<br />3A'
<br />1 6.79,
<br />_11.79'
<br />16.79'
<br />2L79'
<br />1.31'
<br />0-97
<br />1 1,57
<br />2.19
<br />2.81 _
<br />_ 0166
<br />1.10
<br />1,53
<br />V96
<br />30 _
<br />36
<br />41
<br />47
<br />-
<br />29"
<br />45'
<br />3.05'
<br />8.90,
<br />11,95'
<br />6.70'
<br />12'
<br />3:19'
<br />3.3'
<br />7,50'
<br />13,42'
<br />19,33'
<br />25.25'
<br />L38'
<br />1.22
<br />2.07
<br />2.92
<br />3.77
<br />0.86
<br />145
<br />2.04
<br />2.63
<br />33
<br />40
<br />46
<br />53
<br />w
<br />Safe
<br />-�-.
<br />-
<br />34'
<br />38"
<br />33"
<br />60'
<br />7'-0"
<br />T-10"
<br />3.22'
<br />3,39'
<br />10,62'
<br />A99'
<br />13S4'
<br />15.38'
<br />10.36'
<br />11,70,
<br />134
<br />15'
<br />3.57'
<br />3.95'
<br />2.6'
<br />3.3'
<br />8:25'
<br />8.9,2'
<br />15,25'
<br />16,75'
<br />22;,25'
<br />24.58"
<br />29.25'
<br />JZAZ'
<br />1,42'
<br />IA6'
<br />1,48
<br />1.72
<br />2..62
<br />3:12
<br />3,77
<br />433
<br />4.92
<br />5.92
<br />L02
<br />1.16
<br />L81
<br />Z.14
<br />2.60
<br />3,70
<br />3.39
<br />4.05
<br />36
<br />38
<br />44
<br />47
<br />52
<br />56
<br />59
<br />65
<br />-
<br />43"
<br />6&
<br />8'-N'
<br />336'
<br />13.71'
<br />1427'
<br />13.36'
<br />17'
<br />4.28'
<br />3.6'
<br />9, 7'
<br />18.58'
<br />27.50'
<br />36.42'
<br />LW
<br />2,02
<br />3,78
<br />3,56
<br />732
<br />1,38
<br />Y58
<br />3,79
<br />4,99
<br />41
<br />51
<br />61
<br />71
<br />481
<br />76"
<br />T-11"
<br />3,73'
<br />t5.43'
<br />1916'
<br />15: 3'
<br />19'
<br />4,59'
<br />44'
<br />10-42'
<br />20,33'
<br />30,25'
<br />4047,
<br />L54'
<br />2.34
<br />4:49
<br />6.64
<br />a 79
<br />I.59
<br />3.05,
<br />4.51
<br />5.97
<br />44
<br />SS
<br />65
<br />77
<br />-
<br />53"
<br />83"
<br />10'-8-
<br />3191,
<br />1735,
<br />2L06'
<br />I6:70'
<br />20'
<br />4,77'
<br />3.3'
<br />IL08'
<br />21.75''
<br />32.42'
<br />43.08'
<br />1,58'
<br />2.66
<br />5.17
<br />T66
<br />10.16
<br />1.80
<br />3,50
<br />5.19
<br />6.88
<br />47
<br />59
<br />71
<br />83
<br />58'
<br />91"
<br />11'=8"
<br />4.08'
<br />18AT
<br />22.95'
<br />18,36'
<br />22'
<br />5501'
<br />3.6'
<br />1L83`
<br />2350'
<br />35.17'
<br />46.83'
<br />1.63'
<br />3:02
<br />598
<br />8.95
<br />11.90
<br />2.04
<br />4.04
<br />6.05
<br />8:05
<br />1 50
<br />1 63
<br />76
<br />89
<br />E
<br />6.42' L.. 6,2Y dimensions permitted to allow
<br />use of 8' standard pipe lengths.
<br />:'a 10AO' 10,10' Dimensions permitted to allow
<br />use of 12' standard tripe lengths,
<br />CONCRETE PIPE DIMENSIONS AND QUANTITIES
<br />LAST DESCRIPTION: FY 2020-21 INDEX SHEET
<br />REVISION Flr:?wl.7TT CROSS DRr�.IN MITERED END SECTION
<br />11101119 .�Ir� STANDARD PLANS 430-021 3 of 6
<br />FDOT MITERED END SECTION
<br />N.T.S.
<br />MASER
<br />C O N S U L T I N 0 R I.
<br />Customer Loyalty through Client Satisfaction
<br />www.maserconsuIting.com
<br />Office Locations:
<br />■ Nt:W TVK& ■ r1AKTLAIVLJ
<br />■ PENNSYLVANIA ■ GEORGIA
<br />■ VIRGINIA ■ TEXAS
<br />■ FLORIDA ■ TENNESSEE
<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 />whom 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, PA
<br />PROTECT YOURSELF
<br />ALL STATES REQUIRE NOTIFICATION OF
<br />® EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know whats below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 LCOM
<br />Vi
<br />Z
<br />w
<br />f
<br />Z
<br />O
<br />F
<br />>
<br />O
<br />0
<br />EL
<br />Q
<br />O
<br />Z
<br />Q
<br />Z
<br />O
<br />P
<br />�
<br />Z
<br />w
<br />t.
<br />O
<br />U
<br />Z
<br />O
<br />Z
<br />F
<br />r
<br />Z
<br />O
<br />da
<br />U
<br />d
<br />U
<br />d
<br />Z
<br />ow.,
<br />vQi
<br />U
<br />O
<br />O
<br />U
<br />w
<br />w
<br />N
<br />9
<br />w
<br />N
<br />1
<br />w
<br />N_
<br />>
<br />Lj
<br />m
<br />Z
<br />lJ
<br />�
<br />Q
<br />N
<br />ID
<br />N
<br />O
<br />N
<br />a
<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 />CONSTRUCTION DETAILS
<br />SHEET NUMBER:
<br />14 of 21
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
<br />
|