HomeMy WebLinkAbout3663-6CASE I
REINFORCED CONCRETE BEAM
FOR 140MmL1-4j TO-4iomm c2lj I.Ch pipe
EXISTING COW161111T MIN, IS_ALR 1.1-40 ZHAL,- BE
TO BE SUPPORTS . v GM (04) BAR 010. GF SUPPORTED PIPE
[IF BEAM 13 PRECASTI
I-om b
REItWORCEWNT (IF BEAM IS PRE I
ISIEE TABLE)
NT {OO (4"
F Ak
c
SECT] ON C -C
(5110- C-3250) I WIDTH OF BEAM SHALL EOUAL 0,D, OF SUPPORTED
Rclwonmo PIPE. MINIUU#A W113TJ4 SHALL BE 150 mm (.S j)4.)
CONCRETE 13EM I IF SUPPORTED PIPE IS REDOE0 JW CONCRETE. BEAM
WIlDTH SHALL E04JAL ]BEDDING WIDTH.
3, IF BEAM IS PRECAST, ENM* OF MAR SHALL 09 FAXLY
BEDDED IM 255C14 (450-C-20010) CONCRETE
FOR LENGTH *8*, THE BEDDINO SHALL HAVE, A MINIMUM
THICXNESS OF 100 mm (4 tN.). CLASS 'C MORTAR SHALL
BE PLACED aerWUN TOP OF SIAM AND SUPeoftTED
PIPE To PROV11DE MINIMUM BEARING SHOWN,
4. THIS CASE 15 PERMITTED 044LY IF THE rRENCH WALLS
ARE FIRM AND UNYIELDING,
5- ktAXIMUM 5PACIN6 OF SAPS SHALL BE 1001 mob 44 IN,) 0,C..
REINFORCED CONCRETE BEAM (DIMENSIONS Akf) RFI#JFnRV;rLW?J7l
AMERICAN PURUC WORKS ASSOCIATION - SOUTiiERN CAUFORNIA CHAPTER
-►417 C'%&Ao PLO^
SUPPORT FOR CONDUITS &TANlv-tT-Rlfll
1 1104 ACROSS TRENCHES 224-1
► L USE WnH STANDARD SPEClRCATjDNS FOR PUp-.L'jc WORKS COUSTIRLICnoN WqLl i OF .3
L
CLINESIVE GMT= CUillis 09LSINO CATCH SkSIN 18,'r
CA" "m tai vyiTH GRATING I$
ro--C -0EE !€(T I
cio"
POA -W A POINT il--7 "'-poly.
4WA
P"T F 0 P:INT -4
-PLAN
wk CaE g-
-k---------L��--
%IWFUD OPENIW ate" "'101 0
GURB OPEK-W CliffEA= WITH
GRATINQ J0 AND MAIS MANHOLE IN $TRZEET'
91 In cq
yr
L- CU 0j) POINT A N*T Pww C-./ -POINT tj,--
A
MINT t
llgiNT F
YLAN
K ICASE DJ
cl
2011"T C
MINT A "* wVCINT lb
MNT C ti
FLOW LIN( ICASE DI
FLOW UNE PROM LE
CASES C AND D
OR FRAME
00 CRATAG tF
All m"
lliv,.110r
ir
im
PACE
Ln
-MANMLZ OR
WMA404c ftnu luvw^AF-lu- SECTION E -E
$ECTION D -D
N
PMT D
AMERCAN PUSM WORKS AMCIAVON'- SOUTHERN CALWORMA CHAPTER
313. 1
LOCAL DEPRESSIONS AT CATCH BASINS
4.1 .1 m
smaet 2 op 4
CASE 2
CONICRETE WALL
EXISTING
CONDUIT TO
BE SUPPORTED -1 MIN, 1117A IN!j -14
OF. 015 0.0, OF PIPE -F
1/3D + .50- mm IV)
MIN. Ito rum It"
L
OPT. CONST. CONDUIT THROUGH
JOINT
TYPE 'A, TYPE 1"
Ib WALL SECTION
NOTES
C),
I. THE SUPPORTIYJG WALL SHALL HAVE A.
100 mm (44 DIA. OPENINGS FIRAW BEARING ON THE 2WBORkbE AND
AGAINST THE EtIDE5 Of THE EXCAVATION
4
Z. A14Y CONDUIT PASSING THROUGH TJit .-
WALL SHALL HOVE 50 mm 42 IN) CLEARANOE
FROM THE WALL_
3_ 100 mm (4 IN.) DIA, OFENIkG TH.'-'OUU TRE
'L
WALL AT 600 Mm (2 FT.) O.C. HORIZONTALLY
AND AT 1.5 m (5 FY.) P.0VERTICALLY $HALL
BE PROV40ft TO PREVENT UNE04JAL PRESSURE
CAS E 3 RESULTING FROW JETTED BAUSILL.
pp 4. IF SVPPORTED PIPE 15 BEDDED IN CON -
DUCTILE IRON PIPE CRM, MINIMUM TH11009ESS OF WALL
SKALL EQUAL SEDOING MOT14.
E 5, BRICK WITH MORTAR JOINTS MAY BE
USED IN LiElU OF 090 RETE FOA WALL$
UP TO 1,5 m 0!PTA IN 14EI94r OR LENGTH.
ouvriLE iftotdi?W:�
CLUBS 63
SPUN N.C. PIPE
coJ4TIjluouS----
iSEE NOTE I]
CoKpc E `
11.4 �T
BLDG ; I.,
100
(4'1
.*---i
E
q-9. + 200 mm
100
CONCRETE 445 el�
COLLAR - 2),__" 7-�T
ISEE NOTE
SECTION E -E p
of
0"T (SEE NOTE 2)
S -' C,, CONCRETE
R.Q�C.OR CLAY PIPE
DO -`-FOR CLAY PIPE SEWERS
401 CUT EXIST. PIPE AjW JOIN
WvTM TYPE V" JOINT$ 'KITH
ADAPTER R940. IF REQUIRED
ON EACiH SIDE OF TRENCH
OF REMOVE TO NEAREST
JOiNT 8EYON0 H071E
i. 100-D 12000-0) SPUN A -C. t1p;dE Of SAME
DIAMETER AS TRE FXISTING P4`71L' AAAY &F
USED ONLY WINEN THE EXISTI-NG POPE IS
A -C- COMM(TE OR R.C. PIPE 4AD THE
YREkCH WIDT11-1 01 1,! M t5 FT.: OR LES!.
2. THC CONCREiF. ':IULLAR JOIN7 '-",HALL BE
USED FOR JOINTS IN STORM DRAIN PiPE.
ALLOWABLE SPANS AND IMN. REQUIRED
SEARING FOR OUCTILE IRON PIPE
0 ro TO 2-45 m
3.35m
0.5m
4.1 .1 m
0.5m
5.0°, rn 0. 6 xr.
401TO, e 1 -041
11--001
111-s'
(131- !
6-- .1
z' �--
2.45 m 1`04.9Q m
2.46 m
0.53 r,
S." fni
C.5 rn
3.E5
-119-o" TO 161-01)
r a
�G-
w
Li2'-O')
4.9 0 rn TO 7. 6 0 m
2.15 m
5- ril2.
7 5
rn
106-0- TO 25-0-)j
X71 t
[1- -6'1
(9'Q'l
{2'-G'1
CONDUIT
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHIERN CALIFCANIA CHAPTER
SUPPORT FOR CONDUITS
/-24-1
ACROSS TRENCHES t4 E ET z r
Wo w
=7
a w6w GULUIE OFENIM3
L7 CATCH fL49,W lelI
W�� '� I I I 1
Ii
I"
CAJPEI POINT a
'Sunu.
Polw t "PLAN 4- C 4 -SEE ENEU 3 5 -
Piz
w
cr
CATCH I akri.4 'm
52
- r c Olf slial
r
C"ll R 1 40 MNT C,
PONT R-
F"L T E-/ pow I, mt#T ft
PLAN
p
CASE
BADIN VTH OPATINO 131
c4Aa 43PEN10 CAM
AND DEBRIS MUMMER f
r -4
L
CURB
CURB OP061,40 CATCH
Pcrllw iC STREET
FCr.4T E
(SEE lilies
F01hT 5 01PECTION 0
CASE G,
C3
IND K - z
F -
,CASE Ei FLOW LINE PROFILE (.CASE F)
Kim W WO UNE
F pro em CASES EIF AND G
AMIERICV4 MUS LIC WORKS ASSOCIA710H - SOUTH' MN CALWICIANtA CHAa STMOARD 90-14
LOCAL DEPRESSIONS AT CATCH BASINS 313-1 gg
-SHEET S -CF 4
COLUMN SUPPORT WITH REINFORCE) CONCRETE BEAM
,CASE 4
E.XiSTI?olt CONDUIT F
TO BE SUPPORTEO r_*_
t S S
M.
'300 mm x Soo mm
4126 t 1201
COLUMN
RS
4-20141 (*616A
10-M 0,300 m
(03 0:3010 mm
(1201) TiE$
Ok
IOM (44)]BARS 0
300 ehm'(12'
50TR
ram (1129MIN10i
F
PIPE CONDUIT
ism NOTE 6)
SEE NVE 5
a
100 mm vir. i VIAL. 56rwrlt
IN PRECAST BEAM TO 18t300
AA
rjwomW;,LM
313-1
LOCAL IDEPRESSIONS AT CATCH BASINS
ST"OAAD PLAN
lom (04WARS 0
0r) BOTH
TILLED WiT4 CLASS 'C'
313 -1
i l4t-y.
$14EFT I OF 4
USE %ITH STASOMD SPMFjCAnoN3 FOR PUBL)C VAO-RM comSTRUCro"
mm
WAYS
MORTAR.
cups 1,1114
COLUMN, SOPPOORT
EXISTING CONDUIT
w
aEAM WIDTH 2 X T
15
TO BE SUPPORTE
(WN. 640-0 MM
(2! -0 9�
4YR,C.�Box
CONDUIT
-T1
300 mm 1 300 mm
Or x 12*1
COLUMN
-4-201A (4)BARS
ICIM (63) 0
-Arin rnn% kwl
TIES
111"IF-u-i
SECTION F -F
NOTES
%P" *SO SH& -j BE WAXIMJM 3.5 Tr. fill FTI_ FDR CAPRIN COM 2,45 m 46 FT. I OR LESS, 3.65 rA its FT.) FOR EARTH
covm co n ne Fm OR Lam AND 3, m (10 FTJ FOR OVER 4.0 m 416 PT,i EARTH COVER,
z. ALL comCKM 54A. Lt BE 3150025 13608-3250.1
3. WHEN THE PIPE TO Zr SUPPORTED CROSSES TWE TAOM" ON A $KEW ANGLE, THE WALL OR b"M WHICH SUPPORTS THE
r.QLUi&j,'SuAtL DE CC14STROCT0 AT R1414T ANCLE TO THE TFItNCH.
4. SUPPORT SYSTEM MAY at uffb OVER CAST -IR -PLACE STRUCTURES.
5, OACXFILL ASOVE THE SUPPORT elAVI SINALL XOT SE PLAM UNTIL 72 HOURS AFTER TELE SUPPORT 19 POURED,
6. "MCRETE BE" DINENS 104CED ANO RiiNFGRCED PER TABLE t7K;-,Im CME 1.
GENERAL NOTES
i. THE 9?14 Of F14E FIRE SUPPORT N"SUREL AL094 ITS CENIIfWLINE,
*G* 13 THE LIEWTW Or BEARING OF TME SUPPORT AaALMST UMOISTURSED EAATH "URED ALONG THE PtPt CADITERLOW.
3. CASE 2 SMALL 69 IJ= FOR P r%RTIAL CR0451ACA. EXCEPT THAT WHERE 7-144 DISTANT FROM A SEW.R CHINWY TO UN-
DiSTUr'-SEID EdATM 13 450 am (115 1N3 (IN LEL43. THE TREW.'H iDACKFILL MAY 15tr OMWIEV TO 400 mm 00 Ill.)
A80Vz A HOUIRF. CDMECTION SE*ER t. -Q TRIEN RE--EYCAVATED POA THE PtPE IsdTALLATION.
4, ANY SEV&R OR STORM URAIN EXPOSED OR PAR71ALLY EXPOSED IN A TU)MIF-L EXCAVATION 540e.L DE 5UPPORTED WIT14 A
VALL. CASE 2-
61,
4F81l9OINA, 13 AFMOVED FROM THZ EX:5TIPIS PIPE THAT WILL PEW AFN IN PLACE. THE PIPE SNAk-L SE r-WbEOM WITH
COW,RET.1 AT NO EXTRA CO -ST 10 THE A4U"
6 UNLESS OTHERWASE INDICAnO, GON-CRETE tl�L BE "AU 265CJ4 E450 -C -20001-
T. DIF&USIONS SNOWN Ca TWi3 PLAN rl3FI METRIC AND E103LISH UNITS ARE NOT EXACT EQUAL VALVES, IF METRIC
UNIT3 AAE LISM ALL VALUES VIDIED POO COA"TRUCTiON (SHALL BE kil[TiRdC VALUES WITH THE EXCEPTION OF
RE1.100RCINO 801 SIZES FOR WHICm ExIaL13#4 4111APERIAL) BAR SIZES KAY BE SUBSTITUTED FCN METRIC DAR StZES.
IF CNC:�-i4H UNLTS AAK USU. ALL YCLUE5 U5ED FOR C-01415TTWC-TION 3MALL BE ENCILP" VALUE$-
APIAERICA'N PUSUC WORKS ASSGUAT*4 - SOUTHERN CALIFORNIA CHAPTER
SUPPORT FOR CONDUITS
224-1
5HFF-7 3 CF i
ACROSS TRENCHES
F - - - - - -
CATCH WOW Ow
f
c
po r4l o SVIMT C'
���.�'�,tti `41 fry, A I
CLLqT Elk
PINNT E 0EE 1EIrI I
CASE E
Lx vJR&NDE EFATHII CU;* OMM CAMi 1146-H 4V1
CATCH W NN
C V -LE !HE[T 1 1
T7-:7
PUNT C
t m k,
n1m:
.T MJLIT PA
PLAN
CASE F
10, K lVD. K
=ft qpmriu cATCH
bA3-T4 WITM VAUNG' 0)
2R-. - - - -
0 - -
MID DURE &MUM!
%
CU Re PLAN?
cupo
OURD 013EWO t0t�i RkW4
'A�Tlrl
P-OfflT Il' m
FONT In I C ISEE SHEET 3
polio P-� PLAN POINT a
Dm
Me* 6f FLOW
CASE'G.
I��
k
IT
l VALE
r -
.Pk*E Z) FLOW LINE PROFILE F r�
_710 I NT a ralh
I�ASEE F AND Qj CASES E, F AND G c X4D 01,
AMMO M• PUBLIC liVORKS ASWcIATION .;SOUTHERN CALFORNIL4 CHAPTER
rjwomW;,LM
313-1
LOCAL IDEPRESSIONS AT CATCH BASINS
ST"OAAD PLAN
SHEET 3CF4
N -K-
A
F
CATCH SMak, 4S)7--\
a i icivo
CURR• A f 4W nun
C.
tRA
POINT
Lo. -A
-PDINT F "-"NT G
�--D4FiE=N Of FLOW PL4N
to
1`4 K J -d -w
L
pow D
\--pCIINT A PO4"T It POINT 0 \'--FLOW UNIE
FLOW LINE PROFILE
C SI
-w
N
CURB OPEIN96
CATC-P BASIN �Sj-
F
I E 1
Q
roo-C
curia MINT -POINT 8 '--MihT El
7 POINT C -L,
-Ivj T MR i
MNT off
N-
'--P0If4T Or '-POINT G V
m=10" Of IL PLAN -rAA1-9TjM OF FLOW
N
D
-4 L
77 - I i
F AN" A -T C
WJ POINT F01%
11 -OW LINE PROFILE GLOW LINE
CASE_
25 -nm 4141 25 mm 0 l'i
in m ('61 1 ':
--
450 mm
50 'YA-R
i2TM
cli A 6RID
-ln' VALLEY
FACF + VAUEY -
0' to-
lp Q
SECTION A -A SECTION 8 B SECTION C -C
AMEWCAN -PUBLIC WORKS ASSOCiATiON - SOUTHERN CALIFORNIA C14APTER
PAS--.AT-,,.D Ulf -14.
LOCAL DEPRESSIONS
ST"OAAD PLAN
r'AttKwc*t uoommic
lw
AT CATCH BASINS
313 -1
i l4t-y.
$14EFT I OF 4
USE %ITH STASOMD SPMFjCAnoN3 FOR PUBL)C VAO-RM comSTRUCro"
.,k 7 -JL411 Ag z45/NS 7'0- 1-14 UE � 4 (F 1Z go 7-ZJ 1414 KS
Siders.
Fp
.md
1 11
PATL
IV too
Ll
WPMi4p -I
WOOF
IAWiOLE FRAME
AND COVER
CATCH RA24w
WMDLE F Iam
An COWA
f
A .1
PLAN
154 * r- F*ACE PUTE
EACh t ""UGLY
lcm
PUBLIC W00% ASSOCIATION - SOUTHEM CALIFOMkk CHAPTER
aLopc
(4011t
FLOW Ow
ANDARD
9TRM
lmr=
Gazt"y" cowmrm
ism
WEL ol/
300-2
rTiiDO
USE MTH ISTANCARD SPECWICAT11093 FOR Fuum womm calilmuqn(w
x
cups 1,1114
nn
OPTIOML SURBRAW L 0t
W %wooUN: It
DAFT toNdmi"
SECTION A -A
DOWEL DETAIL
AMERICAN
PUBLIC W00% ASSOCIATION - SOUTHEM CALIFOMkk CHAPTER
PMWALrATM in TW
PvAjG viomss *rA#4*qtd W.
CURODPENING CATCH BASIN
ANDARD
9TRM
lmr=
Gazt"y" cowmrm
ism
300-2
SHEET I Ot 2
USE MTH ISTANCARD SPECWICAT11093 FOR Fuum womm calilmuqn(w
AS -BUILT
Z)
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