|
FINISHED GRADE
<br />C.I- PLUG
<br />�---4 „--� �---4 „--�
<br />PLUG
<br />CONCRETE
<br />STANDARD C LEANOUT DETAIL
<br />j\y
<br />X\
<br />Suitable backfill compacted in 12-inch
<br />\y
<br />�
<br />lifts to 98% of the maximum
<br />density
<br />modified proctor
<br />j
<br />N Xj
<br />Suitable backfill compacted in 6-inch
<br />\/
<br />lifts to 98% of the maximum
<br />modified proctor density
<br />Compaction by hand in layers of
<br />6 inches, lightly consolidated
<br />to Centerline
<br />PAVED
<br />AREAS
<br />FA
<br />Suitable backfill compacted in 12-inch
<br />lifts t^ 98% of the maximum
<br />�j / modified proctor density
<br />Compaction by hand in layers of
<br />inches, lightly consolidated
<br />to Centerline
<br />NON -PAVED AREAS
<br />NOTES:
<br />1. Type 2 trench is defined as a flat -bottom trench.
<br />Backfill lightly consolidated to centerline of pipe.
<br />2. This standard shall be u-`;lized in the absence of
<br />specific standards. The standard of the agency
<br />controlling the Right -of way shall govern unless otherwise
<br />directed by the Engineer.
<br />3. Suitable backfill shall be defined as motet- i a l free
<br />from cinders, ashes, refuse. or;onic matter, boulders,
<br />rocks or stones, or other material +hat in the opinion
<br />of the Engineer is unsuitable.
<br />6 TYPICAL TRENCHING, BEDDING
<br />AND BACKFILL DETAIL
<br />Beveled Or Round Corners in
<br />Lq
<br />------------------- - --- ---- _ y
<br />\� 4 '>
<br />L
<br />I
<br />I
<br />CO1)CreI e: S1<3 3' Oa - Thidii:;
<br />Reinforcod With 'IWF Gx6-1j'j i.4>:W..,, `�' j //-sod �
<br />TQ7' � IC-1-SINGLE; PIPE
<br />@f, l Or .
<br />©raI Alo ,S 'See '`- _ A
<br />3Or SI, 0 ?:Nos.
<br />Deepen Ar(,i.)n d. r`L'tside
<br />Edge Of Pipe Fors Slob, 4:; l 8
<br />Co,-)crete
<br />-� -
<br />Fice Conr•ecte�
<br />Saddle__
<br />2' _ �- Not Less Than D
<br />a.
<br />I *4 Bar -
<br />No Pipe Jo*,:'it Permitted 6' 5' Sod
<br />I Unless Appro /E- By The En ig neer �.
<br />S'de Ditch Grc
<br />i E *Slope: 4:1 Miter: To t Pipe For Pipes 18' And Smaller.
<br />Paid For As Fipe :,ulv rt I F (PiDe To Be Inc:uded Under Unit Price For Mitered End Sectio) 2:1 For Flpes 24' :and Larger.
<br />SECTION
<br />6 STANDARD CLEANOUT DETAIL
<br />2:1 Miter: To t Pipe For P Des 18" And Smaller.
<br />1:1 For Pipes 24' And Larger.
<br />0 Sea General Not• o No. 3.
<br />Sea Sheet 5 Of ii For 3' Slab Ouantities
<br />B E
<br />A6.42' 0 6.25' Dirrensi::ns p(rimitted to allow use of 8' standard pipe lengths.
<br />010.4010 10.10, Dim..)nslons parmitted to allow use of 12' standard pipe lengths.
<br />&*Concrete slclb shall be deel•ened to form bridge across crown of pipe. See section below.
<br />4" LARGE RADIUS 90 DEGREE
<br />FLANGED END (TYP.;
<br />4" TYPE K COPPER TI ILti'_ NG
<br />z
<br />4" LARGE RADIUS 90 DEGREE_
<br />FLANGED END
<br />O
<br />N)
<br />UNDISTURBED
<br />EARTH V,
<br />GALV. STEEL
<br />TIE -DOWN STRAP
<br />-VERTICAL BEND
<br />THRUST
<br />BLOCK
<br />NOTES:
<br />1. CONCRETE THRUST BLOCKS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />2. THRUST BLOCKING SHALL BE USED ON 3" 0 AND SMALLER
<br />PIPELINES.
<br />3. MANUFACTURERS RESTRAINED JOINTS SHALL BE REQUIRED FOR
<br />4" 0 AND LARGER PIPELINES.
<br />`TYPICAL REACTION BACKING LOCATION DETAIL
<br />12" 1 IX.
<br />� MAX.
<br />o ° to ,.
<br />4" TFIK. \
<br />CONC. SLAB
<br />4" X 4" WWF
<br />REINFORCING
<br />4" REDUCED PRE.')SURF ASSEMBLY
<br />BACKFLOW PREVENTER (FEBCO
<br />MODEL 860 IN-LiNE, OR APPROVFD EQUAL)
<br />el b ' TYF
<br />12" TYP.
<br />NOTE
<br />I. ALL ABOVE GROUND PIPING SHAL'- BE FLANGED UNLE.:\INNDED.
<br />-
<br />OTHERWISE NOTED.
<br />2. BACKFLOW PREVENTER BYPASS
<br />SHALL BE MOUNTED ON SIDE FROM WHICH ACCESSIS
<br />3. USE 3000 PSI CONCRETE WITH 6" X 8" - •10 WWM
<br />OR I:,OCi PSI FIBER CRETE
<br />6 4" BACKFLOW PREVENTER DETAIL
<br />'_.!- I NAL GIkADE
<br />4" SCHEDULE 40 (TYP.)
<br />DIMENSIONS AND OUANTITIES
<br />M _ 5! CONCRETE FLAB (CY) 0 SODDIPIG (SO. YDS.)
<br />D X A B C E F G Single_ Double Triple OuOd•_ N Single D(Zb-i Triple Ouad. Single Dou-,I3 Triple 0u,3 � ,
<br />Pipe Pipe Pipe Pipe Pipe Fipe Pipe Plp? Pipe Pipe Pipe Pil s
<br />15'
<br />2'-7'
<br />1.
<br />2.18'
<br />4.10'
<br />2.36,
<br />5'
<br />1.22_'
<br />4.63'
<br />7.21,
<br />9.79'
<br />12. '_
<br />1.19,
<br />0.38
<br />0.58
<br />0,77
<br />96
<br />21
<br />24
<br />27
<br />30
<br />'
<br />2'-10'
<br />1.97'
<br />2.74'
<br />_
<br />a 7l'
<br />2.56'
<br />6'
<br />1.41
<br />4.92'
<br />7.75'
<br />10.58'
<br />13.42
<br />1.21'
<br />0.44
<br />0.65
<br />0.87
<br />1
<br />'2`2 _
<br />_25
<br />28
<br />31 _
<br />'
<br />3'-5'
<br />.06'
<br />�.85'
<br />' "'
<br />3.56'
<br />7'
<br />1.73'
<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 />4
<br />24
<br />28
<br />3
<br />35
<br />'
<br />4'-3'
<br />2.15'
<br />4.95'
<br />1.10'
<br />4 6'
<br />8'
<br />2.00'
<br />6.08'
<br />10.33'
<br />14.58'
<br />18.83'
<br />1.29'
<br />0.66
<br />1.09
<br />1.50
<br />4 91
<br />26
<br />31
<br />3';
<br />40
<br />5'-1'
<br />.25'
<br />6.Q8'
<br />'
<br />.56'
<br />9'
<br />2.24'
<br />6.67'
<br />11.75'
<br />16.83'
<br />21.9 '
<br />1.33'
<br />0.81
<br />1.38
<br />1.95
<br />28
<br />34
<br />39
<br />45
<br />2:1
<br />42'
<br />6'-0'
<br />2.34'
<br />.'1'
<br />_
<br />9.55'
<br />6.56'
<br />10,
<br />2.45`
<br />7.25'
<br />13.25'
<br />19.25'
<br />25.25'
<br />1.38'
<br />0.97
<br />1.70
<br />2.45
<br />3.19
<br />30
<br />37
<br />43
<br />5C
<br />Slope
<br />-q8`,
<br />6•_9'
<br />2.43'
<br />(.33'
<br />10.76'
<br />7.56'
<br />_
<br />11'
<br />1 2.65'
<br />7.83'
<br />1 14.58'
<br />21.33'
<br />28.08'
<br />1.42'
<br />1.13
<br />2.04
<br />2.93
<br />3.84
<br />32
<br />39
<br />47
<br />_5'
<br />4'
<br />7'-8•
<br />2.52'
<br />_9.44'
<br />11.96'
<br />8.56'
<br />12'
<br />1 2.83'
<br />8.42'
<br />16.08'
<br />23.75'
<br />31.42'
<br />1.46'
<br />1.31
<br />2.44
<br />3.58
<br />4.72
<br />34
<br />42
<br />51
<br />50
<br />'
<br />8'-6'
<br />2.62'
<br />-0.56'
<br />13.18'
<br />9.56'
<br />14'
<br />9.00'
<br />17.50'
<br />26.00'
<br />1 34.50'
<br />1.50'
<br />1.51
<br />2.89
<br />4.28
<br />5.68
<br />36 _
<br />45
<br />55
<br />6z
<br />•
<br />9'-2'
<br />2 71'
<br />11.68'
<br />14.39'
<br />10.56'
<br />15,
<br />--3.0C'
<br />3.18
<br />9.58'
<br />18.75'
<br />27.92'
<br />37.08'
<br />1_54'
<br />1.63
<br />3.25
<br />4.84
<br />43-
<br />38_
<br />d8 -
<br />_ 58
<br />6i,
<br />•
<br />10'-0'
<br />2.80'
<br />1
<br />' 5.60'
<br />11.56'
<br />16'
<br />3.3C'
<br />_
<br />10." ,
<br />20.16'
<br />30.16'
<br />40.16'
<br />1.58'._
<br />1.89
<br />3.4
<br />5.59
<br />7.4
<br />40
<br />51
<br />62
<br />7:.i
<br />-
<br />2'-7'
<br />2.27'
<br />4.09'
<br />6.36'
<br />4 '
<br />8'
<br />1.22'
<br />4.63'
<br />(.21'
<br />9.79'
<br />i 2.37'
<br />1.19'
<br />0.5 T
<br />1 0,87
<br />1. 05
<br />i.44
<br />1 23
<br />26
<br />29
<br />3'l.
<br />'
<br />2'-10'
<br />2.36'
<br />5.12'
<br />7 4 '
<br />5.03'
<br />9'
<br />1.4 ,'
<br />_
<br />4.92'
<br />7.75'
<br />10.58'
<br />13.42'
<br />1.21'
<br />0.66_
<br />0.99
<br />1.31
<br />1.65
<br />25
<br />28
<br />31
<br />35_-
<br />4'
<br />3'-5'
<br />2.53'
<br />7.18' A
<br />9.71'
<br />_
<br />7.03' A
<br />Ill
<br />1.71'
<br />5.50'
<br />8.92'
<br />12.33'
<br />15.75'
<br />1.25'
<br />1.30
<br />1.75
<br />2.20
<br />28
<br />32
<br />_ 3E
<br />_40
<br />'
<br />4'-3'
<br />2.70'
<br />9.25'
<br />11.95'
<br />9.03'
<br />13'
<br />2.00'
<br />6.08'
<br />10.33'_
<br />14.58'
<br />13.83'
<br />1.29'
<br />I iO
<br />1.74
<br />2.39
<br />3
<br />31
<br />36
<br />41
<br />43
<br />.4:1
<br />5'-1.
<br />2..87'
<br />11.310
<br />14.18'
<br />11.0
<br />15'
<br />2.24'
<br />6.67'
<br />11.75'
<br />16.83'
<br />21.92'
<br />1.33'
<br />1.32
<br />2.21
<br />3.08
<br />3.96
<br />-34
<br />40
<br />46
<br />52
<br />Slope
<br />4' •
<br />'
<br />-
<br />6-0'
<br />6'-9'
<br />3.05'
<br />3.22'
<br />13.37'
<br />15.43'
<br />16.42'
<br />18.65'
<br />13.03'
<br />15.03'
<br />17,
<br />19,
<br />2.'S'
<br />2.65'
<br />7.25'
<br />7.83'
<br />13.25'
<br />14.58'
<br />19.25'
<br />2,.33'
<br />25.25'
<br />MOE'
<br />1.38'
<br />1.42
<br />1.46'
<br />1.58
<br />1.85
<br />2.14
<br />2.76
<br />3.30
<br />3.95
<br />3.91
<br />4.73
<br />5.77 -
<br />5.09
<br />6.17 �
<br />7.5�
<br />38
<br />41
<br />44
<br />44 �
<br />as-56
<br />52
<br />51 _
<br />61
<br />58
<br />63
<br />69
<br />4'
<br />7'-8•
<br />3.39'
<br />17.49'
<br />20.88'
<br />17.03'
<br />21'
<br />2.83'
<br />3.42'
<br />16.08'
<br />23.75'
<br />31.42'
<br />•
<br />8'-6'
<br />3.56'
<br />19.55'
<br />23.11'
<br />19.03'
<br />23'
<br />3.00'
<br />9.00'
<br />17.50'
<br />26.00'
<br />34.50'
<br />1.50'
<br />2.45
<br />4.66-
<br />6.87
<br />9.07
<br />47
<br />56
<br />66
<br />775-
<br />'
<br />9'-2'
<br />3.73'
<br />21.62'
<br />25.35'
<br />21.03'
<br />25'
<br />3.IS'
<br />9.58'
<br />18,75'
<br />27.,2'
<br />37.08'
<br />1.54'
<br />2.88
<br />5.5ti
<br />8.18
<br />�84
<br />49
<br />59
<br />63.__
<br />�9
<br />74
<br />0,3
<br />85
<br />•
<br />10'-0'
<br />3.91'
<br />22.68'
<br />26.59'
<br />23.03'
<br />?7'
<br />3.30'
<br />10.16'
<br />20.15'
<br />30.16'
<br />40.16'
<br />1.5'i'E.27
<br />9.36
<br />1 .a
<br />52
<br />126 Third Avenue North. Suite 102
<br />Safety Horbo•. Florida 34695
<br />Phone: (813) 725-0111 Fax: (813) 725-0209
<br />Architecture -Planning Engineering
<br />AAC002095 • EBOOOE092
<br />POST, WC[LLT, SCMM • AftIWN. INC.
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<br />ti3W (NEST CYPRESS STREET
<br />SUITE 300
<br />TAMPA, FLORIDA 33607
<br />Ph. (813) 877-7275
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<br />revision
<br />no. issue i date
<br />1 REV. he'' (: T ; CO"Y . 8j",
<br />2 , . PER i TY 1:1PIAEP'TS I 9/' 6/ :8
<br />dr.rw; rigs
<br />I
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<br />SEI' i . 8. 1998RW
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<br />16-SF -1998 14:22
<br />1:' �• �I'%ZPphyr`.const•'\details2.c'gn
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