112”
PREMOLDEO JOINT FILLER
~wATERSTOP NOTES:
iGGREGATE OR (I) HOLES WILL BE PERMITTED IN
‘REFABRICATED THE OUTER l/2 INCH OF THE WEB
FOR WIRES. RINf5. ETC. TIE WEBS
TO #3 RElNFORClNG EARS
NSTALLED IN SEAL BETWEEN FILLER
TO SUPPORT THE WATERSTOP IN
:ONFORMANCE WITH AND WATERSTOP
PROPER POSITION DURING
‘ S
HE MANUFACTURER’
CONCRETE PLACEMENT.
LPPROVED
;PECIFICATlONS.
PROVIDE 0.1 SOUARE INCH RIB
YALL BEFORE
CROSS-SECTION AREA ON EACH
EXPOSED FACE OF WALL /’
WATERSTOP
(MINIMUM WIRE DIA. 003”) DETAIL W-l
ANCHOR TO BACK FACE.
BEND STANDARD LONGITUDINAL
SIDEWALK EXISTS, CONSTRUCT CURB REINFORCEMENT TO CLEAR EXPANSION JOINT PER GETAIL
OUTLET DRAIN PER DETAIL W-IO. POST BY I INCH.. (W--8, WHERE SHOWN ON PLAN
PLACE
‘ CONCRETE AGAINST ‘
DETAIL W-2
WEEP HOLE
POST ANCHORAGE
NTRACTION JOINTS
DETAILW-ll
R DETAIL W-7
-
--___---
WHERE SHOWN ON PLANS
WALL JOINTS AND
TOP OF WALL PLAN
WEAKENED PLANES
VERTICAL CURVE
DETAIL W-6 FOOTING STEP
DETAIL W-4
DRAIN WOULD OTHERWISE OUTLET ONTO A SIDEWALK.
EXPANSION JOINT WALL OFFSET
DETAIL W-8 DETAIL W-5
DEPAPTMENT OF PUBLIC WORKS
BUSEAU OF ENGINkERING CITY OF LOS ANGELES
STAND.iRD PLAN
RETAINING WALL MISCELLANEOUS DETAILS 505- I
- s-
REVISIONS SUPERSEDES REFERENCES
-_
OESCRIPT13N U-3784 s-503
PPF@VED .,3C,? iz_ _ -1987 CH*NGE DRPlkAGE MATERIAL.
e?@+&&e~----
z--_ VAULT INDEX NUMBER B-4094
GWLD
S’ B” ORlUN81 t*cEXxO 8.
TPNNEA J b.NbA M NAGAl \ SHEET I OF I SHEETS