HomeMy WebLinkAbout3683-4..... ........
�19 chlimf R,� . ...... 4 5 0
1:!7
. .........
�/ 0
It, . ... .... ...
.............. . . .. ....... ��L
. . ..... .............
. ...... ..............
2 0,10� 3 or 6001 mm M;n
L
F 13 0 N,T E
,,�Y, j'10
S I NQ L E E A UN A L11., FRONT ELEVATION
. . . . ......... ___
DOUBLE HEADWALt,
Dmn $ t r" o u n (I for p�pe��%
less thon 1��rallln' rr,,m,. d1amoter,
T)'
90
P,-)0
C,
%,Q13LE HEADWALLS
.... ..... .... __ -
LL
For ("'Or" nor a tee I (iota I I see
SWC t I (y) A A
Crol t roundIng
P go;$
)9 gram Chomfe, for
fle", loss
Q00 am dN,,,1T*0er
to,
. . ......
0
190
2 340
J 230i� 14 -
FRONT ELEVA N1 "L"' HEA ALL 'TL N
..... . ...... __ . ... ......... . W Q HEADWALL
C� . . . . .......
Use
. . ..... ... ....
#
N;* of wor",�Q
N
jol",
Oar- ..... .....
. ...........
mm or, Lrtg
. .......... . .
0 Moo 2.6 P��, Max,
004 optron,0
r K-4270
or 600 MM Min
450 4501-1111
V9 mm Chomf or 19 mm Choinfor,
f rho
�7
I Tk
........ . . .
.. .. .... ....
i .. ... ... .. ... .... ........
_wl
. . .......... . ....... .
200 -J
. . ....... . L 200-J, .. ....... . ......... . ...... ... . . .. . ... .... . ...... ..
. .... . ..... ............. . .
FRONT ELEVATION
111_.___1___,,�', f�RQ
SINGLE HF,,ADWALL
PPUM- HEADWALL.
190
-4
610
0-N-1- S —IN qLE._A�.
_00 U-8 L E jJL L L S
.... ...... 19 min Chomfor
. ..... . .. ... . .
U
Corner Stoo I F
Y4
190 1q0
SECTION_ NO __ 1.1 k1111190
SEC r10N "U"
FRON'r ELEVATION
HEADWALL
HE ), ALL
--l', ........ .. .. . . .... . ..... . ........
...... . .
f . .... . .......... .. . ...... . ... ... .
C. .... ......... .
K,,,,4.3 mr,
INLET IT
MT UE1 . . . . ..... ......... .. 91
RC PIPE DETAILS I I
. . ....... .
,�wz 14 n
0
0-,
w. 2 n
501� of ,, t
Ml
bans
Sh, t
NOT ES
L No deductlon made in quarititles for �Mchness
of p1pe W006.
2. An reinf orcIng Steel 013 bars. Ai�, ver tical tvi�,j
hcm'lZontal tie bor's �4!AO, mrn �,�,,,jxjmtjm $p(,jQjrqj.
1 Langth of wall 11War�c)y he varled to aWt
oondiflons oncountered n the fllold,and stre,3kjht
Ono Interpolation moy b0 tMed to qaletJ'a 1, o
quantItles'.
4. Ouantitles qre for dealr4n Pwrj,,,)ose,,t oniy.
1� 1 0
QL01"Vout 11no 5r, j75
IR112
2-1
j,
LAYOU LIZ,
TYPICAL EXAMPLE
. . . . ....... I," �,5 ?"47
R
NLO"Aber �above "b" "C" �p�3,r's ft'm,,jR;atRa C11%t
i
top r�,f f rjpfltnrj to up%g%r �,v�.r�cj (pf t,7,gjj-,& at
"Aob 60
Y"
if sioroo or otqcflan
ck ioaffs mo,,,y ?6,e vorr,,etj fn invuramonts of 156 mm, are 01,0 wr'� olaqwheret In th(j, r 0, c�)
or (I's dtr&,,',Jod by the, E'nqOieer, . . .. .... . ... .........
NOTES t or" 0,90,x"O" mm"
�,JrI't !; t r (f3 14,51 f 16!5 MFlo, fc, q, VPa, n 6 V) 9 . ...... .... .
z-4
Mcxkri,�,,v,r Too, Pre, 144 kP . .......... ordy
rounmJ 4ne
E ge v a, t, to n, A 6ary .. . ... ..... .................... . .. 'y
,;,th or�,dl opngkl, Of of whrpgs M—gy t�e I
X,
�,,Qop, bollits 0
,165 dA,5h,,,jnad feop!,, mto qv,e �oad, ssurc�ru v, j
0 All
"the En4,;1r*qr to ,StOt con"'(11vions
;ro tPm, f QN/,d� We
N P. apr a r,(,,e s t r �p f,,j p qn,
vUrGk1KY"GR rnot tO E),94,004 �n, �,n a0havct,�Orl, f or, rts t al PIDe
�3 �,rrt Exp fRer 6, 1 clnd
O�6 Dia 'N
Or IlD vkk"C t)y
Wus 604"") mm Ova �Oa,��J SV`t�`,ti`0030, Of' LAft,'Ited. 42 SECTION 8_8
2,
if �w�5 !Oor�a excees"Is �.s M.k,�me Typo 2 *09. i5o
PART PLAN A -A
;hf may Do excoodat"I by 60 MM
P"'(11 0 4�
Not hare,
W"'kf smowf"�
the �rtfjxt gy�p,,�4cjteyr
4 -7
2- J 60) [.5, fn adcl#h,,�n
c"i to 'regu"�,'w,�r
*�6 0300 mm . ..... ;Vf C, u t of f �,,Af I f re,, � 0 f ar R C n. rp ez,.,,
eyrid oi d1res., I, ed D,
F, M MQ x f Or,' �.S f i I st e s, fitril ta,d On f a o op es, uxV, tra No f"I y r ",rf,
E,ngtrneer. Mqi b e v oe f e, d
. ... . .. . . ...
for glo;,%vs flr,-)t,0gr Phgyl, ...... . .. ... for fflutfor, 'thx,,�,,n
the A, ddf, f . .... .. a 34
0 V',$ b,ars 3 LJ x
�m the froM,�
F�,,ff rM v"', 0 t4,)
*13 Along SECTION C, -C
OX,
top, Of w0j"fi-, "'S SECTION F -F TYPE C WALL
Vax, fer or, Ma'x,
Ulm 3, C 6
mm, M ..........
"r, Or
19ull 40
... . .. ...................
cfl ,�r L,,' 0300 rrm
013 0 9130 mon ..... . ........ tx, r
a 15
5F
SECTION 0-0
..... . ....
*t1o450 �reri s erf'o st'rip
f
V 4.5 ro, t f y p, "t b
r 00 3-14 Enq�neer -to am"ift
S ..........
3 "'r 00v,$
mm r" g,,j
ove --X
(, X mrr, Lxv [t f Ner
0`6� 0 19,0
ef", 0 he f kakj,�
oakit8fda
S hewr, 1, 600 %1
sett Steaf "P, f '8(0,-3,---,
A."
"g,
g3 I Sh(X' . . ... ....
,, f ,,, t ( �304) M `7
go, In 0 X d,
T j'
�4
pi `3 90()
in,
�00,
a e', 1 3
3
c,! b4c;,"ra
FA
D
V(D 10 r r�";n""ated,
J,
�5
"27. 1 ".41
-230 A zz . . . . .. . ...................... ..... . . .
*[3, ..... . .. ... .... f ons t J, f, 11,11111-
'm4", 2$
ex) .... . ....... SECTION E -E
.... . . ......
2 6
311f
00 ST Al' i)F 9,,AL�,F'0RtAA
'4'
0 E P A R DA Etfl! OF
*�,,3,, To�to�
r 3
2
Mot
PIPE C ULVERT HEADWALLS
--c" W/3
... . .... ...
.......... ... ...... .
. . . ........ . . . .... . ....... . I.-111,11.11-:1, ENDWALLS
AND WINGWALLS
TYPE A 4 si,
TYPE B TYPES
A 8 AND C
TYPICAL SECTION TYPICAL
SECTION
&V A
END ELE 0 N
NO SCA�i_llrl
Er- 1 —.2 m T R U 3 m H-
__U_ 1:- !�Q n
_qL,_a0 U-6, I L
_T1
STRAIGHT' WINGWALLS
and rafnftr,,,;�t3mettt
&af,-, "Foomnq ��ter; on ALL D$MENS�iGNS Ar?E !�j
Shl Plon 83-8,
(1,', , DOI
C= --n =___7 C-3 ==71
F.*,e,VP.r> T>P.A.Vjl
4- 22 mfn 0 x 300
bolts on 1.33 m bc
Junctil
A
Clamp debris rack q,<)9e to
unperforafed sectlon of r1ser
See Detal I A
C)
3$ m 184 MM board propf,
38 MM X 184 rnm bo(jrd prope
...... .... .
250 mm Slots,at quarter poInts
0 E around circum-ference, 0.8 m row
Bock f W to oc > spacing, stagger alternote rows
45 rr above
F�, or as
directed
by the
F ConnectIng r1nq 06 mir x -16 mm x
Engineer 250 6.4 mm shop rlveted,�spotwe
Ided or
YP tackwelded to 1200 mm CMP
a 0.3 rn Max C -C
+
3�013
eve
sp
0 c d
Conc
ti I let
5-0 13 0230 mr7i
0 ExIstIng HW pipe
0 (750 mm Max)
("4 ItA IF
T_--
6 913
200 -41 evenly
spaced
SECTION A -A
CMP RISER
AND JUNCTION BOX
TY P E
I W
2.5
yi��
J 1426.0 IW
BackfIll to 1.5 m above R or, os
d1rec-ted t>y the Englneer
for laterals <750mm
Clamp debris rock cage to 1500 mm CMP for l(iterals > 750 mm
unperforated se0flon of r1ser
See Detal A
250 MM Slots, ot quorter
points orotind c1rcum-ference,
E,
0.8 m row spocIng. stagger
OjtArnate rnw-,m
I -Top bars some as posts,
spotweld to end posts both sides
,"1111-- Spotweld each post 4 ploces
OG
Standard 1200 fnm CMP
200 mrn of 1200 mm CMP
0
2 50 C3
E-
CUt or burn p1pe
'-T
P dk,
Existing HW & pipe
(750 MM Max)
A A A
Concrete f I I let
S E CTI 0 N B- B
CMP RISER
T YPE B
CONCRETE BOTTOM
40 TYPICAL
36" OUTLEF PIPE
CUTOFF WALL-,
of Ess /,
C/)
UJ No. 43976 M
S
Spotweld each Post 4 p�cce5
200 mm Band coupler"
DRAWN BY:
AE
DESIGNED BY:
EVRC
C14ECKED BY:
M1
CITY OF FONTANA CALIFORNIA