|
1 I 2
<br />4 i 5
<br />n.
<br />7 I 8
<br />1:3
<br />F
<br />24-LIN.
<br />IUM. HEIGHT
<br />BACKFILL TRENCH
<br />FABRIC MATERIAL MUST BE
<br />SECURELY FASTENED TO THE
<br />POSTS OR (IF USED) TO THE
<br />WIRE MESH
<br />WOOD OR STEEL POST
<br />INSTALLED BEFORE
<br />COMPACTING BACKFILL
<br />MATERIAL \
<br />FABRIC MATERIAL
<br />WHEN FABRIC IS INSTALLED IN
<br />A TRENCH WITH COMPACTED
<br />SOIL, ANCHORS CAN BE.
<br />ATTACHED TO REDUCE THE
<br />POTENTIAL OF "BLOWOUTS"
<br />(NOT NEEDED IF "SLICING"
<br />METHOD IS USED)
<br />RUNOFFi
<br />s- r 12-IN i i I�'
<br />STEEL OR WOOC3
<br />POST INSTALLED
<br />AFTER COMPACTION
<br />OF "SLICE"
<br />12=1N.
<br />COMPACTED
<br />SLICING METHOD
<br />BACKFILL
<br />MATERIAL
<br />ATTACHING TWO SILT FENCES
<br />RUNOFF
<br />WHEN TRENCHING IS USED
<br />PLACE THE END POST
<br />OF ONE FENCE INSIDE
<br />12- N.
<br />II
<br />-- THE END POST OF THE
<br />OTHER FENCE
<br />(MINIMUM)
<br />ROTATE BOTH POSTS
<br />AT LEAST 180
<br />DECREES IN A
<br />CLOCKWSE DIRECTION
<br />TO CREATE A TiG'HT
<br />SEAL WTH THE FABRIC
<br />FABRIC MATERIAL MUST BE PLACED iN A 6-IN.
<br />MATERIAL
<br />x it TRENCH VATH A "L" SHAPE BEFORE
<br />DIRECTION OF RUNOFF WATER
<br />BACKFILUNG AND COMPACTING THE SOIL.
<br />j
<br />DRIVE BOTH POSTS
<br />i
<br />ABOUT 12-IN. INTO THE
<br />TRENCHING METHQDI
<br />' FLAP GROUND
<br />SN AND BUR THE
<br />soot
<br />SII.,.,_T FENCE BARRIER
<br />INSTALLATION LATON
<br />yt
<br />1 DETAIL
<br />12 SILT FENCE
<br />SCALE: NTS
<br />XREPErosion-Sediment-Control FDOT 2013146
<br />8 INCH THICK CONCRETE PAD
<br />(4,000 PSI, AT 28 DAYS)
<br />2" ASPHALT WEARING COURSE
<br />3" BINDER COURSE -�
<br />i�i i -� � - - � rl�
<br />�- ,.
<br />la>�..
<br />i
<br />IN �!!i! i
<br />rrrri�..r®��rwrri'r'i!!i#i!!i!!i
<br />memem
<br />i
<br />#!#ii+►##i#i'wil+�#+�!#!#ilih�!!!!lil�*!#�
<br />�MiaMiliyi+ilii l�iiil�li##!i!#iiili!#♦i!!i!!
<br />•�w�a►.��w..+iwl'��.,N►.. a►".�..al►.,.�tw��l►«,,,Ilr..-+lw-# wwl,�i�l�#llil,�
<br />®il�f
<br />w,
<br />• y
<br />#01,
<br />42,,.11641
<br />•
<br />I. • (SAll
<br />MEN
<br />2 DETAIL
<br />12 SOIL TRACKING DEVICE
<br />SCALE: NTS
<br />XREF: Erosion -Sediment -Control FDOT 2013 183
<br />8" LIMEROCK BASE
<br />(LBR 100)
<br />12" MIN COMPACTED SUBGRADE
<br />(98% MODIFIED PROCTOR)
<br />3 DETAIL
<br />L ASPHALT PAVEMENT SECTION
<br />SCALE: NTS
<br />8"
<br />USE 6X6 W2.9 W2.9 WELDED WIRE J/ 12" MIN COMPACTED SUBGRADE
<br />FABRIC (WWF) IN BOTH DIRECTIONS (98% MODIFIED PROCTOR)
<br />NOTES:
<br />1. WELDED WIRE FABRIC (WWF) SHALL BE OVERLAPPED NOT LESS
<br />THAN ONE FOOT.
<br />2. CONTROL JOINTS SHALL BE PLACED NOT MORE THAN 12 FEET O.C.
<br />DETAIL
<br />1/4"
<br />. " •..,. Bfi 21
<br />1
<br />.
<br />5.
<br />JOINT SEALING COMPOUND
<br />AND BACKER BAR
<br />CONTROL JOINT
<br />CONCRETE PAD SECTION
<br />(FOR TRACTOR TRAILER DOLLY)
<br />SCALE: NTS
<br />5-4" C-1-P
<br />CL
<br />5-0" Precast
<br />va
<br />ill
<br />B
<br />ilz
<br />Ln
<br />rn
<br />8"
<br />4'-0"
<br />8"
<br />C-1-P
<br />6"
<br />Center of Box
<br />i
<br />Precast
<br />4
<br />II
<br />Sta./Offset
<br />l
<br />U
<br />Location
<br />{
<br />o
<br />ZL A
<br />1p_
<br />N
<br />A
<br />I
<br />�
<br />M
<br />�
<br />M
<br />v
<br />v
<br />3" Clear
<br />Eyebolt See
<br />Index 201
<br />L1111
<br />M
<br />=4=
<br />Ln
<br />PLAN
<br />4'-0"
<br />3/" Chamfer Or Radius I -
<br />L
<br />Z
<br />M�
<br />6" - vi
<br />c
<br />Min.
<br />U to ty i-
<br />- Pipe
<br />1 -Extra #4
<br />T1J_
<br />I ( ' 1
<br />1f2"Cl, Bar Each Side I
<br />if And Above ( A\ Pipe Openings I I
<br />Masonry Seal
<br />For Precast Inlets
<br />See Index 201
<br />(TYPE F SHOWN, TYPE G SIMILAR)
<br />PIPE OPENING SCHEMATIC
<br />5„ 3,-0" 5" C-I-P
<br />3" 3-0" 3" Precast
<br />2'-11"
<br />Chamfer Or Radius
<br />V
<br />36
<br />Precast
<br />#4 Bars
<br />@ 12" Ctrs.
<br />Horiz. Wall _ _ _ _
<br />Reinforcing II�
<br />See Table 1) I) (I
<br />- II �I81,°
<br />n II I� 11
<br />3" Clear. 3" Clear.
<br />( -II
<br />II ,t
<br />#4 Bars @ 12" Ctrs.
<br />0
<br />`J `_
<br />o L
<br />- cz
<br />Q.
<br />m v � °Zi
<br />� � a, p
<br />ZZ
<br />,, - U) o m
<br />E c
<br />a Z
<br />71
<br />Ln
<br />Ln
<br />#4 Bars
<br />@ 12" Ctrs.
<br />11
<br />8"
<br />2" Cl.
<br />C-1-P
<br />Precast
<br />H II
<br />it 3" Cl.
<br />Z-6"
<br />8"
<br />I
<br />I6.,
<br />I
<br />IIII
<br />6"
<br />2'-6"
<br />�' I 12"
<br />6"
<br />dil N ip
<br />#4 Bars @ I1" Ctrs. (8" Slab) #4 Bars a
<br />Or 8" Ctrs. (Precast 6" Slab) @ 12" Ctrs.
<br />SECTION AA o`.
<br />Sod
<br />Sod
<br />2' Inlet SY
<br />G 7
<br />F 6
<br />SOD ONLY
<br />N Inlet Pavt. Sod
<br />CY* SY
<br />G 0.43 10
<br />2' L F 0.34 9
<br />* For Estimating
<br />Purposes Only Z_ 3x.3xV/6
<br />1'-6" Sod
<br />STEEL GRATE
<br />3" Concrete Pavement Steel Grating, Straight Bars 3"xy4"
<br />Notes: PAVT. AND SOD Reticuline ears 2"x3/6'
<br />1. Pavement and/or sod to be used only where called for in the plans.
<br />2. Cost of paving to be included in cost of inlet. TYPE F
<br />PAVEMENT AND SODDING
<br />Z
<br />iv
<br />�ib
<br />it
<br />SECTION BB a o qJ
<br />rL
<br />SECTION CC
<br />3/" Notch Permitted
<br />(At The Option Of The
<br />Manufacturer) ''/16
<br />L 3x3xV/6
<br />5116
<br />SECTION DD
<br />HORIZONTAL WALL REINF. SCHEDULES
<br />TYPE F INLET (TABLE 1)
<br />WALL
<br />DEPTH
<br />SCHEDULE
<br />AREA
<br />(inz/ft)
<br />MAX. SPACING
<br />BARS
<br />WWF
<br />0' - 4'
<br />Al2
<br />0.20
<br />12"
<br />8"
<br />4' - 7'
<br />A6
<br />0.20
<br />6"
<br />5"
<br />7' - 12'
<br />B5.5
<br />0.24
<br />5y2'
<br />5"
<br />12' - 15'
<br />Special 1
<br />0.267
<br />5"
<br />4"
<br />5 DETAIL
<br />9 TYPE F INLET (FDOT 233)
<br />SCALE: NTS
<br />Sod 1, ■i Beveled Or Round Corners `n
<br />I I
<br />,f, Sta./Offset
<br />Location I I
<br />------- - - - - - - --=--�L� _--- -1- MES
<br />-- - - - - - I
<br />I I I I co ``-1 - - - - - - i I Q
<br />lope
<br />G Vary S Sod
<br />energy Noes See
<br />s No 3
<br />Deepen Around Outsi
<br />Edge Of Pipe For 5y2' Slab
<br />Concrete Slab, 3" Or 5y2' Thick, ❑
<br />Reinforced With WWF 6x6-Wi.4xW1.4 to Sod
<br />TOP -VIEW SINGLE PIPE
<br />*Slope: 1:4 Miter: To Pipe For Pipes 18" And Smaller,
<br />A Sta./Offset Location 1:2 For Pipes 24" And Larger.
<br />C 1:2 Miter: To � Pipe For Pipes 18" And Smaller.
<br />1:1 For Pipes 24" And Larger.
<br />t A O -• v,2 -�.
<br />O Concrete Pipe Connector
<br />CI Saddle
<br />2' INot < Than D
<br />No Pipe Joint Permitted #4 Bar I FI
<br />Unless Approved By The Engineer
<br />H in E
<br />SECTION
<br />DETAIL
<br />Side Ditch Grade
<br />z
<br />io
<br />5' Sod
<br />MITERED END SECTION (FDOT 272)
<br />SCALE: NTS
<br />GENERAL NOTES
<br />1. These inlets are designed for use in ditches, medians, pavement areas, or
<br />other areas subject to heavy wheel loads, minimal debris, and bicycle
<br />traffic. This inlet may be laced in areas subject to occasional pedestrian
<br />Y p J
<br />traffic such as landscaped areas and pavement areas where pedestrians
<br />can walk around the inlet. When inlet is placed in areas subject to bicycle
<br />traffic, install filler bar when clearance or gap is greater than I" as
<br />shown in Index 218 Inset B.
<br />2. When Alternate G grate is specified in plans, the grate is to be hot dip
<br />galvanized after fabrication.
<br />3. These inlets may be used with Alternate B structure bottoms, Index 200.
<br />The inlet and bottom combinations are to be paid for under the contract
<br />unit price for inlets (DT Bot) (Type F (or G)) (J Bot, Depth), Ea.
<br />4. All exposed edges and corners shall be 314" chamfer or tooled to %" radius.
<br />5. For supplemental details, see Index 201.
<br />6. All reinforcing is Grade 60 bars with 2" min, cover unless otherwise noted.
<br />Bars to be cut or bent for 1y2' clearance around pipe opening. Provide one
<br />additional #4 bar above and at each side of pipe opening, as shown.
<br />7. All dimensions are for both precast and cast -in -place inlets unless
<br />otherwise noted.
<br />RECOMMENDED MAXIMUM PIPE SIZES
<br />INLET INSIDE WIDTH
<br />PIPE SIZE
<br />2'-6" (Type F)
<br />18"
<br />4'-0" (Type F)
<br />30"
<br />4'-10" / 5-0" (Type G)
<br />42"
<br />Note: Recommended sizes are for concrete pipe.
<br />Sizes for other types of pipe must be
<br />verified for fit in accordance with Index No.
<br />201. For larger pipe sizes see Note 3.
<br />D
<br />X
<br />A
<br />B
<br />C
<br />E
<br />F
<br />G
<br />H■
<br />M
<br />N
<br />Single
<br />Double
<br />Triple
<br />Quad.
<br />Pipe
<br />Pipe
<br />Pipe
<br />Pipe
<br />15"
<br />2'-7"
<br />2.27'
<br />4,09'
<br />6.36'
<br />4,03'
<br />8'
<br />1.22'
<br />4.0'
<br />4.63'
<br />7.2P
<br />9.79'
<br />12.37'
<br />1,19'
<br />18"
<br />2'-10"
<br />2.36'
<br />5. 12'
<br />7.46
<br />5.03'
<br />91
<br />1.41'
<br />4.0'
<br />4.92'
<br />7.75'
<br />10.58'
<br />13.42'
<br />1.21'
<br />24"
<br />3-5"
<br />2.53'
<br />7.18' A
<br />9.71,
<br />7.03' A
<br />I1'
<br />1.73'
<br />4.0'
<br />5.50'
<br />8.92'
<br />12.33'
<br />15.75'
<br />1.25'
<br />30"
<br />4'-3"
<br />2,70'
<br />9.25'
<br />11,95'
<br />9.03'
<br />13'
<br />2.00'
<br />4,0'
<br />6,08'
<br />10.33'
<br />14.58'
<br />18.83'
<br />1.29'
<br />36"
<br />5'-1"
<br />2.87'
<br />11.31' O
<br />14.18'
<br />11.03' O
<br />15'
<br />2.24'
<br />4.0'
<br />6.67'
<br />11.75'
<br />16.83'
<br />21.92'
<br />1.33'
<br />1 ' 4
<br />Slope
<br />42"
<br />6'-0"
<br />3.05'
<br />13.37'
<br />16.42'
<br />13.03'
<br />17'
<br />2.45'
<br />4.0'
<br />7.25'
<br />13.25
<br />19.25'
<br />25.25'
<br />1.38'
<br />48"
<br />6-9"
<br />1 3.22'
<br />75.43'
<br />18,65'
<br />15.03'
<br />19'
<br />-276-5'--t
<br />4.0'
<br />7.83'
<br />74.58'
<br />21,33'
<br />28.08'
<br />1.42'
<br />0
<br />C
<br />1�7
<br />REV DATE DESCRIPTION DRN All
<br />Geosyntec'
<br />COriSUl=tS C a IN S T R U C T 1 o N
<br />12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION
<br />TAMPA, FL 33637 USA ONE O'HARE CENTER
<br />TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050
<br />AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA
<br />TITLE:
<br />DETAILS
<br />PROJECT: NESTLE ZEPHYRHILLS PLANT
<br />4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA
<br />SITE:
<br />TRUCK PARKING MODIFICATIONS
<br />F
<br />THIS DRAWING MAY NOT BE ISSUED
<br />FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019
<br />CONSTRUCTION, UNLESS SEALED.
<br />DRAWN BY: MRM PROJECT No.: FL3619
<br />SIGNATURE CHECKED BY: MHS FILE: FL3619PO9
<br />REVIEWED BY: TDA DRAWING NO.:
<br />DATE
<br />PERMIT DRAWING NOT FOR CONSTRUCTION MICHAEL H. SCOTT, PE - LICENSE NO.72475 APPROVED BY: MHS 10 of 12
<br />5 6 7 8
<br />
|