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SECTION —
M
A
A
STEEL PATTERN SHOWN
IS PICTORIAL ONLY. SEE
NOTES 2 AND
5
OPTIONAL'
CONSTRUCTION m
JOINT H
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VARIES
T TO
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VARIES O 0
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CONSTRUCTION JOINT
SECTION B—B,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER,
B 0
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m
GREENBO1992 MITTEE
DOUBLE RCB TO DOUBLE RCB -
344-1 -
REV. IM
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
40.00' CL
STORM DRAIN
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PLANS FOR LOCATION
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II -V
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SECTION —
M
A
A
STEEL PATTERN SHOWN
IS PICTORIAL ONLY. SEE
NOTES 2 AND
5
OPTIONAL'
CONSTRUCTION m
JOINT H
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go
D: ~
VARIES
T TO
f-
2 TZB W
VARIES O 0
T4 TO T48 � a �
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F -
CONSTRUCTION JOINT
SECTION B—B,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER,
PROMULGATED BY THE DARDS
PUBLIC WORKS STANDARDS INC.,
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
GREENBO1992 MITTEE
DOUBLE RCB TO DOUBLE RCB -
344-1 -
REV. IM
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. HORIZONTAL ANGLE -OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT
EXCEED 5° 45' .
2. REINFORCING STEEL BAR SIZE, SPACING. LENGTHS, AND OUTSIDE
COVER SHALL BE THAT OF WHICHEVER ADJOINING DOUBLE RCB
SECTION PROVIDES THE GREATER STEEL AREA FOR EACH TYPE OF BAR.
LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH
THE TRANSITION STRUCTURE.
3. THE THICKNESS OF THE WALLS AND SLABS SHALLBE THOSE.OF THE
ADJOINING DOUBLE RCB SECTION AT EACH END OF THE TRANSITION
AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. —28 MPa (4,000 PSI) AT 28 DAYS AND THECONCRETE SHALL BE THE
M MIX A THE ADJACENT RC
�A E S EB
5. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40 mm (I I/2 ) CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
6. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT
KEYWAYS AT BASE OF OUTER WALLS ON THE PROJECT DRAWINGS
SHALL BE PLACED IN BOTH SLABS AND WALLS AT THE END OF EACH
POUR.
7. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE STRUCTURAL NOTES APPLYING TO DOUBLE RCB STRUCTURES
SHOWN ON THE PROJECT DRAWINGS.
8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED- ALL VALUES
USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKSASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
344_ 1
T RE � TRANSITION :STRUC
-
DOUBLE RCB TO _DOUBLE RCB
SHEET
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Filename: L:\DWG\12102\S1—SD8.DWG
40.00' CL
STORM DRAIN
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DAY LIGHT LINE VARIES
ISEE
I
PLANS FOR LOCATION
_.._EARTH.--SWALE
EXST. GRADE
_._.- �..._._ _._ _., __..-..
_...__ ____...
_..-__.. _.._ _._........ ... _
14-
COVER --VARIES. FROM
FRf}M
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12
— — — —
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- ----- _.-_,_. _....__ . __..._._ -.------- ----------
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17 ....CONTRACTOR.. TO .PROVIDE SUPPORT .FOR ...
_....
_
--_. ._..__PROTECTIQ,N __OF ALL UTILITY_- CROSSINGS _.__
._----- . _:.... _
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- .
-4-
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VARIES
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_-_
___.-_._
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.,.5_EE_. .,.LAN.,. -,VIEW
L OGATi._N. 0.....DA1C__.LGHT,
SEE PLAN
VIEW FOR LOCATION OF DAY LIGHT
..__
SECTION „A„-
�,a„
STA. 46+52 TO STA.
55+00
SCALE: NTS.
DBL. 14' X 8' BOX RCB
116.00'
T.C.E. VARIES
66.0'
VERIFY WITH LEGALS FOR ACQUISITION
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40.00' CL
STORM DRAIN
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SEE STREET IMPROVEMENT
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PLANS TRACT NO. 15709
_
_....._ .._.._._.-.__..__
__..._
_[AWG. _ 2569F
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PROP. CURB
EXST. GRADE
._.,_ ...,__._.. .,---PROP,.-,- AC:� 2 (TYP)_-____.-
_..
1.4
COVER... VARIES..... FROM 4' TO- 7,
_
_. ..:_.. _
— --- —
--
---
....- ..
,._..,.__OVER PROPOSED. B.OX_..... _....
-- — — — — — ---
— —
-- —— — — — — — —
— — —
— — — — — — —
—
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--------------
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-------------- —
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_ _.... _.. _.-. _._-_,_ ___-- .._.__ _
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----
_. ______- DAY
__.
LIGHT LINE VARIES
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I-
SEE
PLANS FOR LOCATION
__ ----- .-__. __ __._
17 CONTRACTOR JO PROVIDE SUPPORT -FOR ._..... .-._ ,._,___
_..__..,
_-__. ...............
-..._PROTECTION . OF ALL UTILITY CROSSINGS _ ._- _-_
-
1.0 TYP. ____ _..-._.. ..___,-_ _..._._.
.. _-__
.,_.,.- _,___- _ . _...-___ -_--.
_..__
_
_ _ _ __
EXST. 12 -SEWER LINE
2.0
30 _.. __ 20
PLAN NO, 2513. FOR-
__.
AEE.
DDITIONAL.
DETAILS TO._ STA..._ 91
+.60-111
—4.,
VARIES
31'
VARIES
SEE PLAN.
VIEW.. -,FOR
...LOCATION -OF DAY._LIGHT _-:--___ ..... „__
SEE. PLAN
_Vf_EW_-FOR_._LOCAT1ONr..QF._.DAY_LIGHT.___..
CONSTRUCTION NOTES,
» » »
_ SECTION "A"-. A
(D—
CONSTRUCT DBL.12' x 8' REINFORCED CONCRETE BOX PER DETAIL ON SHEET 3
CONSTRUCT DBL.14' x 8' REINFORCED CONCRETE BOX PER DETAIL ON- SHEET 3
STA. 55+20 TO STA. 91 +30.00
l.�
GRADE EARTH SWALE PER DETAIL ON SHEET 2
SCALE: 1 ”=5'
17
PROTECT AND SUPPORT IN PLACE
DBL._ 12'X8" RCB
30
INSTALL 6 MIL. POLYETHYLENE, VAPOR BARRIER
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Filename: L:\DWG\12102\S1—SD8.DWG