HomeMy WebLinkAboutD-2330020
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FLANGE JOINT, TYPICAL
24" IPS BACK —UP RING (2)
PRESSURE CLASS 160
24" FLANGE ADAPTER-
DR 17, PRESSURE
CLASS 160 (2)
BUTT —FUSED JOINT (TYP)
24 BOLTS, NUTS, WASHERS
1 1/4" X 12.5 "(MIN)
VERIFY LENGTH NEEDED
SPOOL, 2' MIN. 24" ELBOW
(APPX 30% VERIFY WITH
ACTUAL GROUND SLOPE)
BUTT —FUSED JOINT (TYP)
COMPACTED BEDDING
CONTRACTOR TO ADJUST ELBOW LOCATIONS AND
SPOOL LENGTHS AS NEEDED TO FIT SLOPE.
REVIEW WITH CITY BEFORE FABRICATING.
�_I ANIr,F 1r)INIT P-I Rn\A/ nP -TAII
CONCRETE SHALL BE KEYED 12" MIN.
AGAINST UNDISTURBED EARTH BOTH FACES
CLASS 5 1/2 SACK
CONCRETE 3000 PSI MIP
3" CLR
#4 REBAR 8" O.C. EA
CENTER IN CONCRETE
5'
mewrn
1.5' MIN.
NTS
ANVIL FIG. TYPE 212 PIPE CLAMP OR EQUAL
SPLIT AT SPRINGLIKE. CLAMP ID 24"
CLAMP TIGHT TO PIPE
('ONCRETE ANCHOR AROUND PIPE
6' MIN. _)
SECTION VIEW
3" COVER
(TYP)
CONCRETE DEADMAN ANCHOR DETAIL (NTS)
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 8/10/0
BY
ORIGINAL PLANS STAMPED BY.
RONALD J. STRAKA ON:8 /10/07
PE #29727 EXPIRES- 10/16/07
•. wo
COLLAR (2"
WELDED TO
OR 2 BOLTS
THREADED EP
SHAPE END
TO A POINT
's�
ROCK APRON (Nn)
ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH
OR EQUAL. SPLIT AT SPRINGLIKE.
CLAMP ID 26" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP.
FILLET 1 12" TYP
DLT, 7/8" DIA,
\SHERS 2" DIA,
PLATE
ao cu
0i
d-
cu
PLATE DETAIL
1/4" PLATE ASTM A36 STEEL
GALV. AFTER FABRICATION PER ASTM A123.
CONFIRM THAT PLATE WILL MATCH
CLAMP FITTING AND BOLT DIMENSIONS
BEFORE FABRICATION.
1g" X 5' PIN PILE EACH SIDE
ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153,
OR 5' PIN WITH THREADED END (12 ")
PIPE ANCHOR DETAIL
NTS
HMA, 2 "(MIN)
CLASS 1/2"
ROCKS 12 " -18" DIA
TWO TO THREE LAYERS THICK
,
6.5' MIN.
MIN Ml'
IN r MIN 1 Ml'
IN Ml'
IN
*MINIMUM ATB:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS
AND INDUSTRIAL ACCESS STREETS — 6" ATB CLASS `E' or `B'
RESIDENTIAL ACCESS STREETS — 2" ATB CLASS `E' or `B'
D SURFACING TOP COURSE
'ECS FOR PIPE BEDDING
) BACKFILL REQMTS.
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
PERPENDICULAR TO ROAD CENTERLINE
DWG NAME: HR -23 (NTS)
AS-BUILT SURVEY BY: