HomeMy WebLinkAbout4223-81.854 TO 2.150
CASE I
15M
REI NFO R CED CONCR F TE 8 EAM
1541
FOR -100r -(4a) TO 6tbnln, 1241 1. .•,PIPE
70
MIN, REARING
EXISTING
EX Fib C01E1DIU I T
SM ,S
'� (@41 O
TO BE SUPPORTED
p,D. t SUPPORTEDPIPE =
IRM
1 v IDEAM 13 REO"'n, a
0.0m
{ v
litl'7
a. ACIIWCA+�IENT (IF BEAM IS PREC
f[''-6'1 I/t'I (N�.S)
°• (SEE T"LE) y
-
I ORCEMet t4l
( TAIRLE)
tis
MM
e SECTION C -C
aac,
•
C
I. WIDTH OF INEAN SHALL EOUAL 0,0, OF SUPPORTED
REIN (MCED0?
REiFF4riCED
PIPE. MINIMUM WIDTH $MALL 13C ISO tarn (a IN.)
CONCRETE BEAM
2. IF SUPPORTED PIPE IS KDOCO IN CONCRETE. BEAM
l6a4m
WIDTH SHALL Et?UAL BEDDINOG WIDTH.
0.8111
3. OF BEAM IS PRECAST, EMS OF BEAM MALL BE FULLY
(571 a.-tu
BEADED IN 295(?4 (4SQ-C -nQO CCNNCRET�
" FDR L.ENUTH *a- THE.
0.75m
. I31wDDI*9 s�(aLL HJt1►E A MINIMUM
.� THfPM&S OAF` 104 1f 1m t4 IN.. CLASS 'C' MORTAR SHALT.
!bE PiLiLCED BETWEEN TOP OF BEAM AND SUPPORTED
p1.1
PIPE TO PROVIDE MIH1WJM BEARING SHOWN.
Ir -8'F itaV tMos)
4. THIS CASE. IS PERMITTED ONLY IF THE TRENCH WALLS
se'r
ARE FIRM AND UNYIELDING.
ir'-b■
S. MAXIMUM SPAIrCINO OF BAR$ SHALL Bit 104 II= t4 IML} O.C.,
REINFORCED CONCRETE BEAM (DIMENSIONS AND: REINFORCEMENT)
fNasl
PIPE CORIA
a. IS TO2,4n 2.4mTO3.7m 5.7sTO4,9'm 4,9mTO6.0M 6.0nITOT.60
ICY TO 8'•-0'1 (Q' -o'• TO ir••0") tit -•0' TD t6' -o'1 114'-Q' TO 20'-wj 120'-0• To Jt3'
T
Iwo $ 't OARS 8 T BARS A T BMS 8 T GARB B
as• TO Ilan 0
IOM
a IOM
0.50M IOU
0,3" � low G.S«w 7D11M4
IOU *.Sam
(6' TO 41-00) (Il~1
t"4)
.1 -Oh (91 1116.4)
Ir-G'JI (0.1 L 4)
Ill' -a`1 0011' {Mat) 01 a) 110 Lt!'
41 W-60)
42fW1 TO 1.50111 OC
IOM
4,500 lam
O.pQm IOr
014" 1** 0 -suns
qY 4.5014
41 • 11!•)
#11•-41
4P-6' 42 1441 INe,4)
cll-69 low? tNa1.4)
-411 IE2' (1'144) Ir -691 turf
1114.5 if'-+11;'�
L30 TO 4.43.4 is
?!•-111• VIA t•-Aut /41.1
(
IM& L1
4«soa4
/i•-!tt flttl /tl� 41
o.5om ISM
fit-1tv" y tJil ►o. =t
O.SGs O IlStil p t
■. eta � ■ •s._ s. .-�. .
qr 4.0114
.. -.
1.854 TO 2.150
STAAICWWW PIM
WETW
313-1
9wv 2 OF 4
15M
0,500
1541
Q -Gm
70
IOM
0,"
USE WTH 61'ANOARD IPWIrICATIONS FOR PUBLIC WORn 004STitUCTION
ism 0'em
13111
0.0m
61-O TO 71-041
litl'7
51
f[''-6'1 I/t'I (N�.S)
tr-D` u+l
(xs.b .
12'
tis
OO&.51 Ir- I&J
INaa 117
•
2.•I3m TO 2.45w
WALL TYPE "A.' TYPE tBF
o5b.
0.5am
35 ISM
0.6m
l6a4m
ISM
0.8111
(571 a.-tu
ISM
0.75m
-O' 70 '�D`}
p1.1
Ir -8'F itaV tMos)
t2`--0•
se'r
UtwSr
ir'-b■
f'
woll Ir -i• LIi"1
fNasl
tZ'--t1
2.41lin TO P.7130
m
:5)
M
'a}
O.Oma
io
Q.T5a1
45
900
0.9014
93
! IOM; 0.75a1 2S
ISM
C1.75m
' ,c- •- •
If'r
cr-a1•, to Ihs�.e1
--a•
Uri
rwo.e1
m -o•
to
�rio.ol 1Z -e' 1ta`1
cly..a�
-a
p.T01a TO S,Ow
4
AAM
0.6AI
34 20dr1
Q.i3n1
9S
20111
Q.90nt
41S
lam, 4.01n OS
1341
Q 9d®
>k' -o- Iii'-
V2'9 it CGw
cr-0`
(17"r LN&S
-4-
Iric.t31
31-09
M 11:1101 Ilte.6 (at -0• (23.1
IFMA)
$•-a•
3.0m TO 3.3514
70
2OIN
C75M
2041
o,90m
a
20"
a.oralll
�
23M 0.liflt
Ism
1 1
041=
1w".
14-4
d u2'1 fftel
c3 --O•
1(N4.61
St --O'
t�
RSO.71 (3'-0' cTsh
046.T)
a' -w
3.35a TO 03,65=
o0
! 24141
0.7314
On+■r too
a.9am
25M
I.N)a
bO
201 Llam t5
ISM
LIOn
t}' Ta 12'-
t11S
Uta.4J
t2'-6
IQ0'1 (1ts.61
(931
IN�.T)
31-40
11+te.71 c''••0'
a.6I1 1 TO 4,OOe1
3
20M
0.9014
25M
L10ai
25M
1.1D1It
25Y I.20a 4
ism
1,too
Or -0 • 1 `
Uri
I N6.61
S' -O'
ilZ') I lbo. Tl
' -611114
I
1 Ma 71
S' -6' ts:7
1 MIO.7) 141-0' C2>►�]
t7M. T)
4' -0'
4.00m TO 4.93=
85
22SUM
0.9014
PSM
t,(oa
T3
23411
1.2Cn1
7S
=SSI 1.20111 0
15JY
20s
113' -P TO r4' -tr'
00`1 (N4.
3' -O`
23h no.i)
3'-6'
l
(w0,T)
4' -0'
am$1
Ne. 7') (4' -0. 31
(WTI
41-0'
FSIs T4 4,4010
Na
95M
0.9041
3 25M
1.20M
Gomm
2541
1.201n
0
2$H 1.40m
414'-W TO 1144-•0'1
D914 11114.71
31-0
IIS•) ilio. ri
(4'-
129'?
(IIaT)
4'
IMI L4=' cma,1) 4' -6
w.(.6a1 TO 4.90m
25H
lJam
93M
1400
6
25M
L40ta
�7' -0' TO U6• -0•r
1110.71
31-6
I IND 71
4' -0'
ISO")
t4a.e1
4' -B
4.00 TD 5.20111
259
tjam
rites 2511
1,401n
I{f '-0' TO Ir -O'
101/1/1111(0.71
3'-$
t�8'7 (11110.8)
41-4•
S.iOatt TO S.sO►�
25M
1'44a1
0 11541
1.40m
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHEIRW CALIFORNIA CHAPTER
0„M8., SUPPORT FOR CONDUITS siRFf13�4liDfTU^I
�� V�� Mc, I.cl�rc
*64 ACROSS TRENCHES 224-1
ate. a SHEET 1 OF 3
USE WITH STANDARD SPECIFICATION S FOR PUBLIC IVDFM OMSMUCTIION
----- ti LWC L N
KC plo p TING - CU Ri 00tJ K CATCH USIN (1)
CATCH DASISD-WITH GRATYIG cell
i3 1 tv ISE SHEET I )
..-
Oki R9 k
WRIT PMT A POINT e ( POINT C IMT D Ct)TtlR'
POINT
PONT F
C.ASE E1,8ti�l.
c-i'0111T G
CURB
Gump ,
F IT F
PLAN
0 .E D
I-- POINT B _POIClL4�G�€ C1
IrLow UK (GIBE D)
FLOW LINE PROFILE
it ` n9 1001"m (4101
MANNM E t
ON ntwg OR
AND (3R.{T111IrO IF40sIn ,.L✓.., y
l.rJ 1 -
s
�•. � �„ �''•• �� L � ti� +tel
blhlAfCllrE OR
M
M#ME MID GEUTo'1}�J J/�J SECTION E -E
SE -10 -TI -ON.-
C•}
AWRiCAN PUBLIC WORKS ASSM ATION - SOUTHERN CALFDAl4LA CHAMR
STAAICWWW PIM
WETW
313-1
9wv 2 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS,
t
ra.
CFESS/pti
NID. 59724
0 Exp. 12-31-\�
Wh��
DUCTILE IRON7211-
CLASS 33
SPIRT RIC. PIPE
CONTINUOUS--)
(SEE NOTE 11
CONCRETE
BEAD 1N4--
O.D. « 200 min
fall MIN.
100 mtn
CONC33ETE (41)
( SEE 140TE 2) )
f
a n
SECTION E -E IT
OC OINT (SEE NOTE 2)
(Bi}
fEXIST. A,C.. CONCRETE
RIC,R.. C.I. OR CLAY PIPE
00 CLAY PIPE SEWERS
49) '- CUT EXIST, PIPE ANO JOIN
100 rfm WITH TYPE `0' JOINTS WITH
(41 AWT" RING, IF REOIJIREO
ON EACH SIDE OF TREKH
OR REMOVE TO NEAREST
JOINT BEYOND
1. 100-0 (2000-0) SPUN R,C. PIPE OF SATE
DIAWTEE:R AS THE (EXISTING PIPE WAY BE
USED ONLY "EN THE EXISTING PIPE 13
A,C,, CONCRETE OR R.C. PTFE AND THE
TRENCH 1160TH t$ 1.5 m (5 FT,) OR LESS.
2, THE CONCRETE "L.I.AR JOINT SHALL BE
USED FOR JOINTS IN STORM DRAIN PIPE.
ALLOWABLE SPAfiS AND MIN. REQUIRED
ReMING FOR DUCTILE IROM PIP[=
ma d'.
CASE
SUPPORT FOR CONDUITS
ACROSS TRENCHES
•imC3?I:t[JAP0 un•' Sail»
EXISTING
0
T
COMMIT 0
`
BE SUPP09Tm
USE WTH 61'ANOARD IPWIrICATIONS FOR PUBLIC WORn 004STitUCTION
-.
CIVI
• ..OEM•
BE 0.5 0,0. OF PIPIT f
T
OF CA��F
ffffil momwarimErFa'. •.
' V'30 + 6C# rttrn
• MIN. 15'0 tnm (fill
f7
,
r
OPT, CONST.
COMDUIT THROUGH
JOINT
WALL TYPE "A.' TYPE tBF
r; WALL SECTION
•
'
u
I. THE SUPPORTING WALL SNaLL HAVE A
100 aYn t$") DIA. OPENINGS
'
FIRM BEARING 014 THE SUS-ORAtDE AMD
0
d
s,
f,
1
&GAINST THE SLIDES OF Tk#E EXCAV14T1ON.
2. ANY CONDUIT PASSING THR(DUGtt THE
WALL SHALL HAVE 50 S'hi't (Z IN) CLE'AtNANCE.
FROM THE WALL.
3, 100 +ares (4 IN.) DIA. QPENIND TgRou(a+l THE
WALL AT 600 mel (2 FT,) O.C. HORIZONTALLY
AND AT 1,5 m (5 F1',) P,Q, MER1'ICA.L1■Y SH�tLL.
BE PROVIDED TO PREVENT UNEQUAL_ PRESSURE
CAS
RESULTING FROM JETTED BACKFILL.
F ` T) j
DUCTILE
U t L
I � C E` PIPE +F. IF SUPPORTED RIPE IS DEEM !(N COIF
1 "Y 1 CRETE. W NIitUY TI♦ ICKNE$8 OF Wil.
SMALL EOUAL WILDDING WIDTH.
E
5. BRICK WITH It MIAR JOINTS MAY bE
V800 IN LIEN OF CONCRETE FOR WALLS
UP TO 1.5 In (S FTJ IN HEIGHT OR LEWTH,
DUCTILE IRON7211-
CLASS 33
SPIRT RIC. PIPE
CONTINUOUS--)
(SEE NOTE 11
CONCRETE
BEAD 1N4--
O.D. « 200 min
fall MIN.
100 mtn
CONC33ETE (41)
( SEE 140TE 2) )
f
a n
SECTION E -E IT
OC OINT (SEE NOTE 2)
(Bi}
fEXIST. A,C.. CONCRETE
RIC,R.. C.I. OR CLAY PIPE
00 CLAY PIPE SEWERS
49) '- CUT EXIST, PIPE ANO JOIN
100 rfm WITH TYPE `0' JOINTS WITH
(41 AWT" RING, IF REOIJIREO
ON EACH SIDE OF TREKH
OR REMOVE TO NEAREST
JOINT BEYOND
1. 100-0 (2000-0) SPUN R,C. PIPE OF SATE
DIAWTEE:R AS THE (EXISTING PIPE WAY BE
USED ONLY "EN THE EXISTING PIPE 13
A,C,, CONCRETE OR R.C. PTFE AND THE
TRENCH 1160TH t$ 1.5 m (5 FT,) OR LESS.
2, THE CONCRETE "L.I.AR JOINT SHALL BE
USED FOR JOINTS IN STORM DRAIN PIPE.
ALLOWABLE SPAfiS AND MIN. REQUIRED
ReMING FOR DUCTILE IROM PIP[=
ma d'.
'[�•l i3lZiCS�/
SUPPORT FOR CONDUITS
ACROSS TRENCHES
•imC3?I:t[JAP0 un•' Sail»
AT CATCH BASINS
313-1
RlY. 1p•
WiU7 i OF 4
USE WTH 61'ANOARD IPWIrICATIONS FOR PUBLIC WORn 004STitUCTION
DESIGNED BY
CIVI
• ..OEM•
WPM rian
OF CA��F
ffffil momwarimErFa'. •.
OWN WNENW-95
AMERICAN PiJBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
a .
SYA � IAN
224-1
SHEET 2OFI
SUPPORT FOR CONDUITS
ACROSS TRENCHES
WO _..._ K
Ef
CATCH 1USIN (S)
IE 11 C
soft pop
CURB Pn11C[ 13 PO4KT e t I
GUTTER i
POINTE LAN iel:E SH ) I.
I° FL E
a�
CUPSOIDE aRATWa auFe antic CATCH I3J4SW Il<i
CluESHEET 1 - ----�
�r ] I C GUTr>:
� t
POINT d
G- _ -. _.,.. _ - .......-.._ _._ -
P*1tT E POWT P -PLAN POINT R
F
>a K wp L
NIIV{Z CATCH
1141 WY
91lTIM 4M�TFr OpATENp W
U
I N. I I
- I ..-...., -..... _..._ _..- -4
yr
cu" -'� �{ I PWkt C - CURB
�µ> I CURB OPENiN6 CATCH BASIN r� '�F auTtu
POINT B "ThVd1lIHdLE in STREET
POWT P 7� l �j� POINT S C MU 8H('_ET 1 }
00947MM Of FLOW
K..�.� ,► W1} K
u
u -
4 FLOW LINE PROFILE � rLow UNE
cis 11A1 , CASES E F AND G AND 61
AMERICAN PUBLIC VJItS 11►rSSdC1AT1itD6I _ SOl1THERN CALIFORNIA 1t .
LOCAL DEPRESSIONS AT CATCH BASINS 313 - 1.
SHAT a4(t4
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
EXISTING COMOUIT F
TO BE SUPPORTED
_�
300 .rwo K 300 m
(IL''` to 121)
COLUMN ---�
4-20M (06)BARS
100 O '300 linen
(07 O 300 rm
(1 2'11) TIES
110M(04)8ARS 0
340 11m (Irl
BOTH WAYS
C"CRE-TE
345_mn 021AMN.l�
F
PIPE CONDUIT
CASE 4
B (SEE NINE 61
SEE MOTE 61
-100 nm (40) 01,L SLEEVE OM (64)SARS 0
IN PRECAST BEAM TO BE 300 atm 02`1 BOTH
FILLED WIT14 C' A89 IV WAYS
• MORTAR,
RaiCOLU)Rii, SUPPPORT
EXISTING CONDUIT IAM WIDTH 2 X 7
?s' TO EE SU PPORTQr (MINI 600 mm
191
340 MM r 340 mm.
(12' x IZ'l
COLUMN
-..4-210N (06)8M:S
--IOM 1931 0
3C0 Isw,t (I2'I
I TIES
SECTION F -F
NOTES
I. SpA49 -S' 31't",,L ee m^Xl um 3.4 A. /re Fes}. rep eAATH GC42Jl 2.45 rn is rTli an LirS3. 3.6li at pft FT.? 44111 EA14TM
COWER 4,0 a US (FT.) OR LESS, AND n (10 FT.) FOR DVLA 44 f4 i18 FT.) EAATtI C01tER,
2. ALL COKRETB SHALL BE 3NOC23 45410-6-3250)
3. WHEI1 711E PIPE TO IJP SUPPORI'M CROSSES YHIE TRAM ON A SKEW ANGLE, THE WALL CIA BEAD/ YMIIIC)1 SUPPORT! THE
COLUUM SHALL Be CONSTIiVCTEV AT R14NT M 40LI TO THE TREKK
4. SUPPo19T SYSTEM 41AY tit= tUD OVtN CAST-IN-KACE 8'filtlC1t1Rf3.
9. 8AMFILL WYE THE SUPPORT E31tiAM SHALL NOT BE PL.ACD UNTIL 72 HOURS AFM 1HE SUPPORT IS POURED.
8, REtWORM CONCF&- E BEA61 DIKNSIONM AND AEIWORCED PER TABLE t*= CARE I.
GENERAL NOTES
I. -3. 13 THE SPAM OF THE PiPL SUPPORT HEASUM 11G AL0ITS C01ERLINE
2. 013. 13 THE LEWTN DF CEMINO 41 THE ORT A4A14f9T Ut11p1�TUgef� 1rAATN 111ASURED LLOYD THE PIPE CUTtEil IW -
3, CASE 2 SMALL (3£ USED FOR PARTIAL GAQ3.SIIbaS, EXIT THAT 11MEttE 7KE OtaTAIICE f't10M A 8£WER CH•MIEY To UIh
DISTURBED EARTH M 450 Inn 04 IN,) OR LE $, THE. Ti111 CH SACWILL MAY 141E (1t1YStF1ED TO 450 Ino Qi IIL)
AOQ'VE A HOU-31 0*10ECTION SEWER AM TH RE-t£=VATED FOR THE PIPE IIIRTALLATIOK
4, ANY 6E1 R OR STORM FAIN M080 I)R P TIALLY EXPOSED IN. A TWGIEL EX"VATION SHALL BE SUPPORTED WITH A
W1lAU- CASE 2.
3. IF 13 MNO 13 REJr1D' M FROM TML M311NO PIPE tRAT WILL RINUIN 161 N -ACE, THE PIPE SHALL Of EMU=D WITH
CQ}1CAE`ff AT 40 EXTRA COST TO THE AMCY,
11. timLigg ®YHFRWiSL► 1iO4CATM CONCREY'E 814ALL U CLASS 26-504 1450-C-20001.
TI DIIiiMtONS SHOVell dH THIS PL.Am FOIL IA<Tltl'C AND Q7ti0L.ISH UNITS ARE NOT EXACT EQUAL VALUES, IF MMIC
UNITS AA£ USM ALL vALU[9 USED F'OR C RSTRUCTIOM SMALL 89 OCTRIC VALUES W17W THE EpICEtaT1041 OF
REIxFC1nCtW SAA SIZES FOR WHICH ENCUSH (IMPERIAU BAIL SIMS MAY at SMSTITUTED FOR 111ETii1C BAR SIZE'S.
IF ENGLISH UNITS ARE LItt_M ALL VArL.UBS USED FOG COnSTRUCTION SHALL HE KWGLISH VALUES.
AMERICANPUBLICWORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTJlwouUlD P[,1N
224 -1
SUPPORT FOR CONDUITS
ACROSS TRENCHES
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
EXISTING COMOUIT F
TO BE SUPPORTED
_�
300 .rwo K 300 m
(IL''` to 121)
COLUMN ---�
4-20M (06)BARS
100 O '300 linen
(07 O 300 rm
(1 2'11) TIES
110M(04)8ARS 0
340 11m (Irl
BOTH WAYS
C"CRE-TE
345_mn 021AMN.l�
F
PIPE CONDUIT
CASE 4
B (SEE NINE 61
SEE MOTE 61
-100 nm (40) 01,L SLEEVE OM (64)SARS 0
IN PRECAST BEAM TO BE 300 atm 02`1 BOTH
FILLED WIT14 C' A89 IV WAYS
• MORTAR,
RaiCOLU)Rii, SUPPPORT
EXISTING CONDUIT IAM WIDTH 2 X 7
?s' TO EE SU PPORTQr (MINI 600 mm
191
340 MM r 340 mm.
(12' x IZ'l
COLUMN
-..4-210N (06)8M:S
--IOM 1931 0
3C0 Isw,t (I2'I
I TIES
SECTION F -F
NOTES
I. SpA49 -S' 31't",,L ee m^Xl um 3.4 A. /re Fes}. rep eAATH GC42Jl 2.45 rn is rTli an LirS3. 3.6li at pft FT.? 44111 EA14TM
COWER 4,0 a US (FT.) OR LESS, AND n (10 FT.) FOR DVLA 44 f4 i18 FT.) EAATtI C01tER,
2. ALL COKRETB SHALL BE 3NOC23 45410-6-3250)
3. WHEI1 711E PIPE TO IJP SUPPORI'M CROSSES YHIE TRAM ON A SKEW ANGLE, THE WALL CIA BEAD/ YMIIIC)1 SUPPORT! THE
COLUUM SHALL Be CONSTIiVCTEV AT R14NT M 40LI TO THE TREKK
4. SUPPo19T SYSTEM 41AY tit= tUD OVtN CAST-IN-KACE 8'filtlC1t1Rf3.
9. 8AMFILL WYE THE SUPPORT E31tiAM SHALL NOT BE PL.ACD UNTIL 72 HOURS AFM 1HE SUPPORT IS POURED.
8, REtWORM CONCF&- E BEA61 DIKNSIONM AND AEIWORCED PER TABLE t*= CARE I.
GENERAL NOTES
I. -3. 13 THE SPAM OF THE PiPL SUPPORT HEASUM 11G AL0ITS C01ERLINE
2. 013. 13 THE LEWTN DF CEMINO 41 THE ORT A4A14f9T Ut11p1�TUgef� 1rAATN 111ASURED LLOYD THE PIPE CUTtEil IW -
3, CASE 2 SMALL (3£ USED FOR PARTIAL GAQ3.SIIbaS, EXIT THAT 11MEttE 7KE OtaTAIICE f't10M A 8£WER CH•MIEY To UIh
DISTURBED EARTH M 450 Inn 04 IN,) OR LE $, THE. Ti111 CH SACWILL MAY 141E (1t1YStF1ED TO 450 Ino Qi IIL)
AOQ'VE A HOU-31 0*10ECTION SEWER AM TH RE-t£=VATED FOR THE PIPE IIIRTALLATIOK
4, ANY 6E1 R OR STORM FAIN M080 I)R P TIALLY EXPOSED IN. A TWGIEL EX"VATION SHALL BE SUPPORTED WITH A
W1lAU- CASE 2.
3. IF 13 MNO 13 REJr1D' M FROM TML M311NO PIPE tRAT WILL RINUIN 161 N -ACE, THE PIPE SHALL Of EMU=D WITH
CQ}1CAE`ff AT 40 EXTRA COST TO THE AMCY,
11. timLigg ®YHFRWiSL► 1iO4CATM CONCREY'E 814ALL U CLASS 26-504 1450-C-20001.
TI DIIiiMtONS SHOVell dH THIS PL.Am FOIL IA<Tltl'C AND Q7ti0L.ISH UNITS ARE NOT EXACT EQUAL VALUES, IF MMIC
UNITS AA£ USM ALL vALU[9 USED F'OR C RSTRUCTIOM SMALL 89 OCTRIC VALUES W17W THE EpICEtaT1041 OF
REIxFC1nCtW SAA SIZES FOR WHICH ENCUSH (IMPERIAU BAIL SIMS MAY at SMSTITUTED FOR 111ETii1C BAR SIZE'S.
IF ENGLISH UNITS ARE LItt_M ALL VArL.UBS USED FOG COnSTRUCTION SHALL HE KWGLISH VALUES.
AMERICANPUBLICWORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTJlwouUlD P[,1N
224 -1
SUPPORT FOR CONDUITS
ACROSS TRENCHES
L SHEET 3 OF 3
N.1■.O
TEi
I , ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 ram {HALF INC40 RADIUS,
2, THE, CURB PAC£ AT POINTS A AND D SHALL 113E THE NORMAL CURB FACE OF THE ADJACENT CURB,
THE CURB FACE AT POINTS D AND 0 "AALL 6E THE NORMAL CURB FACE OF THE ADJACENT CURD
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN),
3, IN EXISTIN4 STACETS WHERE NO PAVEMENT REMODEUNG IS INDICATED, THE ELEVATION OF THF-
OUTER
HEOUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4, Ifs. NEW STREETS, OR IN EXISTING STREET'S WHERE PAVEMENT REMODELING: 13 INDICATED,
THE ELEVATIONS OF POINTS F AND G IRALL BE SET Ht HIAHER THAN THE GUM. FLOW UNE
ELEVATIONS AT POINIS A 00 D, REMPECTIVU'V,
71HE ELEVATION$ OF POINTS P AND R SHALL QE SET FIs: HIGHER TRAN THE: GUTTER FLOW LINE
ELEVATIONS AT POINTS R AND C, RESPECTIVELY,
THE ELEVATION OEC POINT S SRALL BE SET H* HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHEEZE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
F. SHALL BE SET HIGHER THAN THE ELEVATION AT TRE NEAREST TOE OF CURB.
5, DIMENSIONS!
H - NOTED ON THE PROJECT PLANS.
NI - NOTED 4N THE PROJECT PLANS.
H2 - NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
3 = - Goo rw (2 Fact)
K .. 1.E5 m (5 fe�atit
_L - 1A Al (6 Flit)
M - 1.2 m (4 Flet)
N - 1.5 m (5 Flet)
'Mo - CATCH USI N W FOR 'ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END (MALLS
FOR f1 UTiPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 Min to INCHES).
6. ❑1MQNSIONS B#inwN ON THIS PLAN FOR METRIC AND ENGLISH' UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CON&TRItC'TIGN SHALL SIR METRIC
VALUES, EX"PT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SILT.$. IF EN4LFS#i UNITS ARE USED. ALL VALUES USE: CONSTRUCTION SHALL BE ENG1LISR
VALUES.
AMEMCAN PUBLIC WORKS ASSOCIAIMN - SOUrMRN CALJFORNIA CHAPTER
eTau+� E�uw
313-1
SHEET 4OF4
LOCAL DEPRESSIONS AT CATCH BASINS
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
�'y AS -BU LT RECD!? D DRAWINCr 1z-10c"W ptml
COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MA Y REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
I
!i 1..-» N .._ _._. _ .. K -WP.- L
'S A -
Sr
Cum OPMOM - -- -• - -
CATM SAM (21
cuPla� POINT {loses
11.E POINT 9 PCHNI C PDIFR Q
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POINT A \111-POINT,8 Pa C
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E
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iI - M - MA,OR WLR.
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PACE + H q - jr r
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SECTION_ SECTION B - B SECTION C -C
AMERICAN PUSUC WORKS AS$*CIATION - SOLrTHEM CAUFO1RMA CHAPTER
Prepared Under The Supervision Of
LOCAL DEPRESSIONSI�
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AT CATCH BASINS
313-1
RlY. 1p•
WiU7 i OF 4
USE WTH 61'ANOARD IPWIrICATIONS FOR PUBLIC WORn 004STitUCTION
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05-16-07 1
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A RO D B DRAWING NO.: 8 rn
TTY EN R.C.E. 51152 DATE: 41 a
Prepared Under The Supervision Of
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DRAWN BY:
p .6/30/08
2001 East First Street
Santa Ana, CA 92705
DESIGNED BY
CIVI
TEL: (714)568-7300 FAX: (714)836-5906
CHECKED BY:
OF CA��F
- Date
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DATE: m
05-16-07 1
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A RO D B DRAWING NO.: 8 rn
TTY EN R.C.E. 51152 DATE: 41 a