HomeMy WebLinkAbout3398-7i
Q
z
LU
LU
[_
CO
x
N
L
Q
U
cZ
lotN
X
ca
M
U
ai
0
J
ori
c�
z
LU
2
Jill
DIAL
i- -
�► 1 : a r•
[ •t :1I .11
�y• r ol• rA.I Ai vI• r a•
SEE STANDARD C B Ds '
MAMH[iLE FRAME ANO COVER FOR CATCH BASINS
CATCH BASIN OPENING •
rNORwAL Cunt PACE 44 INCHES
UNLESS OTHERWISE SPECIFIED
1
41P 4fD6jW ± MEET EXISTING CURS
: •Apt ..�• T
•s' ��. MEET [FISTING FiAv[esENT
GUTTER
• ' - • ' • • SEE STANDARD DR1111i I NO. L0201
• • . �• `'' V. FOR APPROPRIATE LOCAL DEPRESSION
NOTES
L Oivawsions: UNLESS OTHERWISE SPECIFIED
t E o V esepw•T;s'O Ru•14',Ieem-!I'
dYr V * SHALL BA $"OWN ON THE PLANS.
W a SMALL BA SHOWN ON THE PLANS
I? FOOT MIN-).
PERSPECTIVE O F 0104UIEs T= G WOWS IF V 84 FEET OR LESS:
T= G rt V n LESS TIMN • LEFT.
T = D WCiiES IF V IS S FEET OR RIME.
CATCH BASIN NO. ! 0 "' INCHES UNLESS OTHERww SPECIFIED.
A'.]OMICHES IRII.EIS OTHERWISE SPECIFIED.
2. STRUCTURAL CONCRETE SHALL K. CLASS �� RC.C:.
$EE ST0. %iVINHING C B 10S CATCH BASIN .DTLET FOR DETAILS.) IG SACK).
ANCHOR i THE REWFORCOO STEEL SHALL OE NUNSER 4
:•-R iri R %*in DEFORMED SARS. CLEARANCE SHALL K Iil INCH
FROM THE BOTTOM OF THE SLAS.SEE NOTE 7
TPRS
: • r �— 4. THE SURFACE OF ALL IMPOSED CONCRETE SMALL
C
U" FACE CONFORM TO SLOPE,wincec oLopt,FiNISM AND
2 • -+t► r _ .. $CORMNS IN THE EXISTING OR PROPOSED CURS AND
MILLK ADJACENT TO THE BASIN. TME SASH, FLOOR
- • CONST. JONT- 4,J:: �i •' SHALL BE OMN A TIGHT WOCIO FLOAT FINISH.
CURVRRYRE OF THE LIP AND SDEWALLS AT THE
• i • STEP. SEE WIN !S! (, OUTTEN OPENING 2I4ALL NOT BE IRADE ST
.. a
AND NOTE S !1: PLASTERING. THE OUTLET PiPE SHALL BA TRIMMED
�•,, TO FINAL SHAPE AND LENGTH BEFORE THE
• •A CONCRETE IS POURED.
"IFS •'
aS. STEPS:
. .i � •
° ` • > 3K RICH PLAIN ROUND GALVAMMO STEEL STEPS
o SMALL SE MNSTALLILD 16 NICHES APdiRT WHEN V
�� t S, • �. EXCEEDS 4 FEET G INCHES. THE TOP STEP SMALL
19 A .c OL G INCHES BELOW THE TOP SURFACE AND SMALL
10 BE 2 V2 INCHES CLEAR FROM THE WALL.
SLOPE t0 OUTLET ALL OTHER STEPS SMALL BE 4 INCHES CLEAR
I '' I- FROM THE WALL. ONLY ONE STEP It IN FROM THE
N FROM DIRECTIONS I BOTTOM SMALL BE INSTALLED If V IS 4 FEET G INCHES
�
c ` ( OR LESS. ALL STEPS SMALL SE ANCHORED NOT LESS
_ THAN 4 INCHES INTO THE WALL Of THE BASiN.
• "-•a'`' �'� S. CURS,GUTTER AND LOCAL DEPRESSIONS SMALL BE
N r I .• • a .a . ` CLASS 'B-CONCStETE. _
o T i 7 SEf STANDARD ""me "I" FOR WALL & FLOOR STEEL
t T •A�----A•r►T REINFORCING.
�•�-- -
P CS 4 a. .
f SECTION A -A
SEE sTA1DAR0 DItAaNG
-j Ih. gDt,SP[CHAL
ooIMNEcrloNs.
RlvnroRR r/VRatrN� �awrTT wNar eaRRa rrexn
R
111111111 7 fi V, "A•• �� waw CATCH BASIN
_
« NO. I
GFAW Noma wo anke
R[! KTCRIPTMN R6T[ « e"F ��'-- - STANDARD DRAW Ns NUMBER Ge 00 K
Std M. H. fYrme
cover per a'9 1-0156--.
1 t
i
Iw rte1'
, -,TTI
.d/t/et w i ' :hstC1J
c Or' Iv I ' I Outlet Pipe
}�, al r, I •rs:rr
14� I 111 I '
.7L_ I.[-•
R, J. i. 4* a �- concrete co/%r ; I ` If ai
1 • h f 1 I
::ee.-� B
.: 1 I 1 i
1 curb x.tL
ra
ta a#sof-Bassi ;
• � � -~ � !-� `� JMsjve of Outlet Pipe
PLAN i1tH E �E PROFILE SECTION A=A
�,� eor+erpw►DiHg. t�OJd6,�
e-Moli aottam,Jkks ¢ end CASE 1
iw/l fcoiich basin. Plore steel TABLE A
rodiolluln tcpOfaldI NVAJkA.i..
�4��.-�
C-t�aA!+ 1 /�/-i�w � � � w 1 Q �. _ - . :.I. 8 i i V is � -- •`.n .�-
O
d
X
Y
lC•
o•
d3'
60•
A;'
//
s
a
a•
�
2r
3w
/D•
a '
ds• 7
6a• 3
S'
t
24`
Jo'
A"
3JV
4r Z
60• 2
2'
1
17•
to
36•60•
Jo•
o
a
4s• 6
0
0
a
-I
� �'►
CbncreAr calx• - �All
�vedAvt/etP/pe F&kw0"CrooYCo/currafid
rrtm t/le tlalhNifrly 1brr,Rutns;
08,
x•
PLAN t PROFILE
SECTION C -C Jim
r• R -D'
CAS NOTES
A.,3 -2 abaw
"
2 bekw goel
/ ti iorioitibn bei eJttHrproao�st(.fsctkFr a�I or mala/thk '
+ D
(V*AWI A ) of cwt wiforb gvtlan Arwither Cable far Cam 2.
1--� ,y �'.Sh01%naiatCaed 211` � j TABLE d
2• Dimcwkw: toga 6a�lin owl AWS66 IJIACkhesa, V Ii07de4We'%
nioftcwmwF�/Jose assbowanthe civMdrboxinahwifol nd
�
.T: :.:<D a
s• 591
a►ivl hpOranthette'
'. f; 6'The
tnoFcsltxondbmrt+l Mw/�%i�u�rilbrrniiltfftm 0too".O'
elXr//breq[sv/IDD*/2•bnt//o�iicardomoxinxanofJ`-t•
1 1 1 ' y Tr 6
tei/ess ohSwTrlse shown m Thopt�ject abvwMgs.
d baaFaywAAt
wit _' _ O ,. 2�
-'
may 90•ar/taa,aFdeMlJbeahewnanttee
1} _� t; t:
I+x I '• Plpd :. T
p�yoet aYnwinigs. lYhw�F d CPR dltf?rs fi o�N the wAw shown
in table A. M�1ws al Xaid Yos the lbrnx/Jas
ry
J I - -eA� 6` %,- ! -moi
ev/cuk7iMfrom
Table A swan #w
+ . r`�;' 3
u alNr sVio//be an Pw ject
9. rhvcast t4rwoon •
+
-Aft -04 tlretlalw ' ' •A+!/2'
�r_
show ba r1FinM+ad'tr i2'Jo • for D we,
yt
ewerrte pipe.
I ( e aids iCp 0 batten 36'
4 Con mfo Collor(Detail W) Shaw ba fivedamy >b join the
max gpoci -/a"
prr[asst 1T OlwaiI __ Rd th the outlet pip.
. f"• 3000 pal. at M obys. .
6. floor of bosin be fi to
PLAN SECTION D -D
show oTwMi+d a hord, w MaM 8w*w
and as"MA/wf"niowdrnctoFletbtheout/et.
7 Manhole shoes bre placed along bark Mol/near outlet (See
DETAIL. A
AV. Ab. r Dill
MOW)LITNIST
a. Cu fol of tift raoic1id eagw of ttaF ouftetc dslaU«v/b
spoil be 1 brood by aT+rwd Rxmar and~Jnotbe n►opk by
;-'L'aNndtaafeaieoedtit`
”' Iii i
pA+t+rirg.
t 3Arfbio. afal,�p,��dtrF�ea�N�r„bF�»�,�go�,�Fn[,IN,
st . - A/ih al3-•4, A '.!i
. ' • ' max"ci/v 6.-
•1
color, finish andaccill to existlag or p vpotted cw* and
wdk od-beent to the Nisih
q. OHIt et slay// be trinitra9d iD tires/ahgoo /onytlr bM-
i M14n1 of 4 -+►4 filo aw
I - Sl /
I 1 � + i
p/po aid
tbvit Gial><:I7Pta /a poured,
ii. Poll strTieturis (Coat 2) ba in
e ► I ' IQ"- r
may wmtrtlil
ply diliectforH by rotvtAi9 Nabauteifher pants rt'or 'f
y- pa
-r,�+ frarl�llrlJa7hlla0' _ i'�Q111'/et flpl:
bH trRlwlbT,for Malt of 1- 04,A.d
(1260-0A'rDN2•AxR ffmgle *V -a•
REVISION$ LOS ANGELES COUNTY
YAR11
SECTION B -B DETAIL B
a*� oescRl►*1oN FLOOD CONTROL DISTRICT
MARE CONCRETE
CATCH BASIN OUTLET
TRANSITION STRUCTIE
PLAN, SECTIONS AND DETAILS
w. . -'.256
RCALc oars NO. 2.
NON[ I ili Hret men f OF t
REV= DESONIM
vro via A(A'
r
r
r r
r r
Normal
C. JF 6
12
tibrk16le
SA*
Basin
Sidb OpwnirlD
Bosh
Sidi C#IlrRiwg Normal
3'� C.F
Baffin H
T of Club
A/l OW0 faces
Equal
i 2•
--I
A
S Beta:` Line
A
sfill
I willow
l--sliftht di
Soo IoM 2 L- 1/2"E4ansion Joint CASE A H Sae care t
McI riot catch Bonin normal _ 'L
._ � .. 4Pe'A►>•0 -
- . alt
d h vnitss " -�
�Ot6t tarliUrlp pA>'b oMe hied 1 ---- _
� 6ldtarQgonFseiiorr :�
Nar 6' s�dte l C.F.A
re, ofBos/n SECTION H -H
h; 61rd NOTES:
A �d�! t LG" w d !' r
,' A Local dtprtssFar Lha►/ be Gose a two" at"Vis9 spel of
� 5r• on 1/lrtGrlet AI(Dn.
/ Y. " t� 11,M ��edge avoi� fil QartoriH•ans
Slt nett t CASE -0 set note t to flolood sant ewloce.
. //2"E�gerarfsiar/ .britt Atelbdal 3 A s i Fier wolrss tNllrwi�I gvtclfitd.
T: See staHdlwd drtwkv ca•I+OO,Natt 1.
JIM~M' 6� No►iTfor il'e Sn stonderd drawfir CB->tIDO,Note 1.
C.F. 6ol
SW C.f. 4 10** / no CIIF* exifr,ewbe mail be ealllometed 001w"n el of
at
Opal Local DepressMa. Curb "JOADN shell cimfwm to Thal of
AP auk caHtralllnp adeno.
Maui . sr . t.+r sA: *A � ? Depresslan sad/or class "8 "eoNHertN.
�j. 4.Vn
v warped V�
A SNJO�tG� ainr' r A
See nate t CAS
r' C'arch BOSAw Olpo*g. Eirpan21i Rcvna=s RlvuurN cewan 01069 co"THM ►.aur .
v normo/ cw0 face t ✓oinr A/Orbro/ AND
WATT■ CONRRRIIAT/ON @WRKT
w m *m rew/ess otherlrise - _.---- - ,,,,,,ice er LOCAL DEPRESSION -
O spsci/iod. --- — - « -
N0. 2
of
R[i'--'- 9[sG*wrtoR AM wn .n« ~r` ��-`E`' /_ STAMOARO DRAINING NUMIER L0201
i .
ImAlaso-Alaw
1 I ® Iii/1Lr
N
L.
•
t�
#4 0 8" O.C. BOTH WAYS
EXTEND THE REBARS 12" FROM THE
OUTER PIPE EDGE OR EQUIVALENT
SAWCUT EXIST. AC PAVEMENT FOR
CONSTRUCTING CLEAN STRAIGHT
LINE CONC. GUTTER.
EXISTING AC PAVEMENT
SECTION
CLASS 560—C-3250 CONCRETE.
1 SACK CEMENT SLURRY BACKFILL
UNDISTURBED EARTH
STORM DRAIN PIPE.
SEE PLAN FOR SIZE.
ASTM D448 167 CRUSHED
STONE OR APPROVED
EQUAL.
CONCRETE CROSS GUTTER DETAIL
lool
SCALE 7"=2'
NOTES
-A bars i
A"The hor,ionto/ angle of convergence or
a`3 bars �D � Fbaro d;ve fierce. $, sho//not erceed 3'eS'
Round mf, in Jb.iUNfid a ' :.; � . ti'' • 8 2 values !or .4, B, C. D, and O= are showri
elay1W1 jQAllow.
�- • M1" on the pro ett d-ow;n s. E/ero�.on Rand
_ Eleill - Orr s'evwn ween reTu•red by Nole /t.
Cho// eQust Ji" psi or 24 Aid"A.
4. FLOOR ar strveturr shell le jAvl-
B Aar*
A , - finest%' b 4riragIi•g line.
REI,#7rORc1w Jrrr4 s/av// be ser Jfli!
!• [ - i —I I -a -- �'' .' •.: > _ I. Doll
2-0171 al o minimum of /!V
�, •�• 1 • • � .- , . -•r •, • • • •.' y - —.t e/errr tY•an foes of cav�lc�•te ✓r/raE
+ 4 :`-fir : j •� ; othenr.le &hewn.
_ a` -,' '' :o .' .. 4 /eatErvth wayv, ma< Lo7itL4irw1 bora Ai 1 be es
rued when B a601411110' nasr. Orr unArr.�
1 I+ lot
SECTION NL -W-"' B ELCj1Ar W y e
® - ppGes at ineida >tne/1 of,
PROJECTED ON M -M -N« at,7.eJif"i
I I 1 1 F TABLE ® NOTES rCarrt) 7, reAAdinON Jr_*ix7Ve,- _#A,// bJe poca�ed
_--� When arad t/. Elevation .9 andE/evolion 5 in one olantinuous app-ation• 4mcgvt tlwr
are not shown on pro, ject drawings . the Centre�rtp- ohoi/ lore the apton of
M N' bar ei:u inlet pipe shall enter main ane P/Orr q of flies 4111i'll line o COMIMC)r'arr
pint w,111 a kryltAfrnRr kry"ay.
' PLAN Qi f �' � C radio!/y. When in/et pipe enters morn
or Or ti line other than rodioi/y,Eievol;on s a. Tie kngth of the slr[rdurr nmy At
B T is Shall be shown on project drawings, ----d or ttat apharr of the iCaztAWfar
O Q and inlei ,oipe Sh011 be laid ore a 1a Met ^w wx/,t j "will p Awv '"
4 extends/ seer -hoer _'. d i ~ter• dnd
1 t straight grade 4rom Elevation S 411lill as opecif•td In /l r4li bur
D bras e'� bars a s. a to cofch basin 7r grads break in •nlef any cAdil in the foe Aol of 5A`W
line. E/evol,on .4 shall be shown on must bs Oyes-orrd by the En4inear
' �' ` •''' i-'= > _ `:: `'" +`* project drowin s ! when stub P' EI/BEDMENT P sho!/ be at specified
is to be provided in main line for rn the rol unitu olhrnrae sloven
i i 1 s {uture construction of inlet pipe: an tot Prvje+ct drv*7n"-
1 i j A to. Wher+ dimension C ,s not specifeid the Spw
I I sl a shalt not be constructed and A R B Imre
shall be Omitted.
REFERENCES REVIS101i LOS ANGELES COUNTY
�`^'►�..:�7r ::r i �.wR wn scRcRUna" FLOOD CONTROL DISTRICT
s A 12-53 Revised
as -/s et both "rya m be & 12 -GG Revised Note T( TRANSITION STRUCTURE
&v d wirer De AF 6O" or marry. Added Note I'
o S46 ee-,.Sad c Lli NO. 3
LONGITUDINAL SECTION F -ii 5• PLAN a)"MCTIONS
i� tp AP.Ror[a R.
DATE - o lea
- Motiowel aof _
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�oFESS/ BENCH MMiK-
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �° O • Mo q� B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
�� \Q </ F2 ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ? w�„t�, ? Z ELEVATION =1244.61'
0 No. 40964 M
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex BASIS OF '
P THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIV► `� ORANGE WAY AND VALENCIA AVE. = N 00' 33' 57" W
STANDARDS IN EFFECT. qTF OF CA, �F� HORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
owvww im
Dw",
JM i Z4
♦ rITA I FAA