HomeMy WebLinkAbout2666-27#6@6" SYMETR I CAL ABOUT
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#4@6" LONGITUDINAL
CONSTRUCTION2 CLR BARS #4@12" JOINT (TYP ) (TYP. )
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0. C. PLACE 12"X12" (NO. 4 -I- �I---- ---- ---- -----� —} —�-- },�--�--� —�-- — —f —�-- — —� —�--I Q
23 GA) GALV. WIRE MESH
CENTERED ON EACH } I
WEEPHOLE. PIPES FOR 2 CLR #5 BARS \
WEEPHOLES SHALL BE }� 2 CLR AS SHOWN I \ I ( I ( I } I } I
VCP. PVC, AC OR 2" CLR EACH FACE--I—�—+—�--I �—�—�--�—� �--� #5@6//
BITUMINOUS FIBER PIPES. I i #6@12 "( TYP) (TYPICAL) I\\ I I I I I I I I BOTH WAYS
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PLACE 12 "x12 " CONTINUOUS
PERVIOUS MATERIAL WRAPPED
WITH GEOTEXTILE FILTER
CENTERED ON WEEPHOLE
CONSTRUCTION JOINT
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#6@6" #4@6" 3" CLR
12"
10,_6„
12"
12'-6
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II HEADWALL
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N LONGITUDINAL BARS
I I
I I STRUCTURE
II I WALL
SECTION
N.T.S.
LINE "J" RCB STRUCTURE -SECTION
STA. 0+25. 24 TO STA. 0+45. 24
SCALE: 11'- 11-011
3' -0"
1 ' -0"
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II
1 -0//
TOP SLAB
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1 I 10 #5@6"
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• #5@6"
/I ( TYP . )
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HEADWALL
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I I INVERT SLAB
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I I LONGITUDINAL
I I BARS
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3 /_0//
3 SECTION
N.T.S.
LONGITUDINAL
BARS
INVERT ELEV
SEE PROFILE
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INVERT SLAB
OF STRUCTURE
2/_6//
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INVERT I I
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w I I
a INVERT SLAB
> I REINFORCEMENT
#5@12" 0. C. I SEE PLANS FOR
BOTH WAYS I DETAILS
EACH FACE i
o�o� UO uo ()000
1'-0"
TOP GRAVEL LAYER
SEE PROFILE FOR ELEVATION
4 DETAIL
SCALE: 1" = 1'0"
N N
V_
CONSTRUCTION
JOINT
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STRUCTURAL NOTES
1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 3" -CLEAR UNLESS OTHERWISE SHOWN.
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND
PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN
EXCEPT AS OTHERWISE SHOWN.
3. LONGITUDINAL STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES, TRANSVERSE STEEL SHALL BE
LAPPED 45 BAR DIAMETERS AT SPLICES.
4. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION
STRUCTURE OPENINGS.
5. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO
STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR
RADIAL TO THE CENTERLINE OF CONSTRUCTION. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED AS
SHOWN ON THE PLANS.
6. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE
SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS.
7. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
8. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE
DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN
ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
9. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT (IN BOTH SLABS AND WALLS),
AS DETAILED. SHALL BE PLACED AT THE END OF EACH POUR. BUT THE SPACING THEREOF SHALL NOT
EXCEED 50 FEET OR BE LESS THAN 10 FEET.
10. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED
RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE
TYPICAL SECTIONS; SPACING SHALL BE AT THE CENTERLINE OF CONSTRUCTION FOR SINGLE BARREL
BOXES. STRAIGHT BARS AND L -BARS IN WALL SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS
WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS.
11. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT. AS SHOWN ON THE
TYPICAL SECTIONS. SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT.
12. THE VERTICAL WALL STEEL IN THE INTERIOR FACE OF WALLS MAY BE SPLICED AT THE CONSTRUCTION
JOINT AT THE BASE OF THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS IN LENGTH.
13. IF WALL THICKNESS IS SIX INCHES. PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL.
2� PROVIDE 1" CLEAR DES I GN DATA
SPACE BEYOND BAR
(TYPICAL ALL WARPED)
------ 77V ---r=- •__9 —
TYPICAL TOP SLAB AND
WALL TRANSVERSE
� CONSTRUCTION JOINT
N. T. 5.
1 /_0//
#4 @ 18" 0. C.
2/- 6 //
(MIN. )
12"
#5 @ 12" Q.C.
FOR H / 6 TO 6
#6 @ 6 O.C.
FOR H = 6' TO 10'
R.C. BOX SLAB
SEE PLANS FOR
DETAILS
TYPICAL PARAPET WALL DETAIL
N.T.S.
INV"INi
OR HEADWALL
SEE PLANS
LIVE LOAD:
HS20-44 WHERE APPLICABLE
DEAD LOAD:
SIDE EARTH 93 P.S.F. PER FOOT OF DEPTH
DESIGN METHOD: WORKING STRESS-RCB'S
ULTIMATE STRESS --
RETAINING WALLS
VERTICAL EARTH W=119 P.C.F.
ALLOWABLE STRESSES:
F ` C =4000 P.S.I. AT 28 DAYS
FC = 1800 PSI
FS = 24,000 PSI FY = 609000 PSI
N = 8.05
SHEAR AND BOND STRESSES PER A.C.I. 318-88
NnTP - Q91tiP1-1Qr_CKAPMT WIT SHOWN. SEE
IONS OR DETAILS
I t
UL. 1n1L.
i I N.T.S.
"AS BUILT" DWG. FEB.2000
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