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9° SY.� 19°
/, / H�G1ft;4LL F�✓Ct C
I�cv6 .�. ✓E,'er PER-�' I T!
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SECTION C-C C
VICINITY IMAh -
SCALE - I „= 200
Nafe ,- .4// dpIfs wvshcrs
spacers p/cfrs oars, pl,.x, f
o/hw r S�CG,�poi•ts sho%! Lne
go/Yv.�iz�d.
Su/n a6f. 6p'C /t�P
+"' i wvshr+� - 4 n�q'd.
,4�*chairQoIfs
.SEC tAl1
! I - r 4ir A? ` 5*el p/rlfc-
r�t
41, 60' woSher
1
~i` \ sinchor Bo/fs
w/woshlrs Saoccrs�
A CH R SQL'-T
_ SECTION F-F /vo scale
Ito Scale
4 tiler. j j /yt'XZ'S�c¢l.Sfrdp
ooen.irys 1 � rv.lh j/B' 6c: f
B !/Crjico/ rows weld
4 A'6 "4pCi7112g5
h
n TO
PLAN
INLET STRUCTURE
/VO .SG.44 E
L.4CFCG� STQ
r,
�I D
!
INLET STRUCTURE CHART
LOG'AT/Qftl "A " `C' ='/�-
L `y," ".� ` •Gt/• ,x .
L/LIE , " 5ra 27s.'1. 95779 965. Qo 959.6� 9G3.5G 45 ID. Ly0 3
SEE .SHEET 3 � � I ��
HYDRAIJUIC
CHART
25-YEAR
50aYEAR
CO ]NED
PIPE SIZEIFRICTION
VELOCITY
Dn
De
LOCATION I
PIPE
REACH
61,
Q
C.F.S.
n= .C13
SLOPE
FPS.
FT
STATION
/4fGbDO
STATION
=/ -i-50 00
C.? S.
147
/47
93
/9
I90
/66
48' �ol8C3
--
4B' I O.C20l5
/7- 4
-- }
16.1
296 -
---
�' 69
3.77
3.71
L//!E ~A "
N
:9
/b6
OC/7l0
i6.5
2. 9C_
3.59
r . _
2r r 6888
c4 i ?6-r10
147
_
_45"
45'
00if�13
/6. 7
2 H
26 �.25.20
�'7f tiL? 72
/47
98
��--14_7
-
�_3B
98
4S"
45
IJDOG 5
OD2/35
f I.O�
/ro_ 4
2. 54
/ 05
3- C3
a
Z 7 -t 65 72
27 •f 90 72
99
-
-
L.�TE,?<IL "A"
Ot09-DO
0t6Zlo3
sL9
-
49
30"
006952
2/ 5 -
0.97
2.29
L4rERAL 'B"_
0.1!14C
/f 15.00
!
*
83 t
36"
a. 0/772
M 3
2.90
I. BB
L4TE41A4- "C"
(2s 05 50
D 38 00
93
-
_ 1� � •a 1 � L 4 � EX/5T /.t.le, S%TD,e'.tl D.PA/N � L'
CGiL ?Cl/�y ] k FP/Jtf STA. •/94,e 7Z' S2A- Z3,46R33
Slab-
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CAgi/s, �" )t, `Y'TH rYS. AT EL EY 960. 00
this snt. d E D r�953 62
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IEfS :PCP-� -- -- -. -
i
DETAIL_
�TANUP! PE CNLE
No c e-
NO. REVIEION REVISED BY i APPROVED -BY I DATE
/ AOO;D. LIEdRrSd.•SiN�o /ssxr.rrnPFE'�FQ�
f To 1E 'WAI'vT.f/w'ED dY Z. C. f.C• Li �ENL P.' °/LS + 6j
-_-
�pyrNCwN CLLr.Ul Nr1 [Ly[.[rNS CO
I � �
CO).VT�fiC7zL� AGeEE= 71h'.97- NE 6f1.4L4 ASSu/c!E 6OL-c AAI/- CD.NPLET�
,P<'�cR2v.S/B/L/TY FD.e TGl3 S.�TE ��tl1�T![J,I�S LY/.e/.t�i5 Ti/.L" CGV1�-�
lam" Cc7rv5TPG G T/C✓'J GiF 7 --5' G.PDTECT, /NCLU�/N6 $AF67'f� GiF 'ALL
AND L�LrT EE /.H/TED 7V Ao f M-4-Att ,CK�G 4 JI-heSY
A/LID T. A7' 7?V6 GCS G'.Pf+G7LR 5flALL DcFEiC/O, /UDF[1N�Ff� 4No
S/DJ[D :!4E OWe .4t/O THE Ems'/iV�Ee ,<dQe '1L-E-55 F2CM f{�[ri' ,4N.7
FOT.C�i�c4[/CE Ot �K �✓ T.�!/S P DTECT,'E �EPT/�vGIr
TY' Q2�S.�t/G FPOrN T/fE SOLE �!,EG!_IGENCE C rH pt�ItlE� UE
4 T,ylc E�c/G/iCIEER-
BENCH Mr'%RK:
G G 392! 2 ELE'V 972.750
S 8+ L- +:V BCR 2C) F T
W I_Y Q 82. F• -T- SLY C/ L I N T
;-)IANIONEC BA-.R BI_VED Ek Soi-TASRE ST
OT'T'ERBEIN OUAED ( 1975)
5T0Rm DRAIN PLANS IN
TRACT N O.-40-38'8 P.D. No. 1757
GENERAL NOTES (Cont'd)
GENERAL NOTES:
'J
c -CERTIFY THAT ALL FILLS ANC BACKF}LLS OVER LINL+rf{GRO[fN!'i STOP4t CR.lI'v5
23, A SOILS ENGINEER SHALL TO A 9C% DENT JY. THIS CERTIFICATION
i.
•'.. +r v _A I L :ATU - 1 zY, �FA_ 3E ;
ELE,++-.- ':^+S ^� c ,+ : rrr An ;' S C 3 G S -
F ^. A=� r.C, "a- V ;CR ? EL._ .: rc -4. ,RL' ^� 1"G" FD:- h
ACCCF ANCE r `
'. N4:SE"<.L '' L 'F F '^! tiTi F'i'�i'.F_P
OUTSIDE OF ST. R;W HAVE BEEN CAk1YACTEO OR CONSOLIDATED
SHALL E FST. SUBMITTED TO THE COUNTY ENGINEER PR10R TO fC =P?ANCE JF THE WORK BY THE CJUNTY.
INCIN ; l.'FrLc"E",': q+, AL RE a R• SEC'. • E?+ NLr N He
THE CONTRACTOIR'S ATTEHTIati IS D1EiECTED ?Q SECTION 7.10. 4.1 OF THE STANDARD SPECIFlCATlONS FOR
'L
AAPRO'JAL OF'H!S PLAN BY THE CCUNTf CF LOS A.NGELES DUES NOT C,:NSTiTL"= A REPPEe_RT'T!1N AS
EX;ST-h.=E C.R 'v0Y EX:STENCE OF A`'Y
24.
PUBLIC Nf!KS CONSTRUCTION IN REGARD 7C SAFETY OI DFRS.
TO TrE ACCi LACY Ct T E LC TON, CR THE
STR� RF '�'Y T HiN THE UN-1"S C� Tm P.1 E'CT. Tc,S vGTE kPPL ES ?'y'�
THE CONTRI ,TOR SHALL CCWFGf.M TO THE "MIN1',iUN' PUBLIC SAFETY REQUIREMENTS" AS SWM4 ON
UTILITY, PIPE CR
TAL V 5Y _ c '36 2 56
25.
LOS ANGELES COUNTY ENGINEER STkNDARD S-1
3
TH. r +;Tca':; .: �A: L "F" T"E F.'J'1iPC'r -' ,FVcLOP�'•-NT
'r RK 1hCER TH S C.^. f-`;4CT 7r'E CC JTRAC'.CR S`{a L
GR9JNO AND,'OR COMPACTED FILL THE GROUND
4F PIPE LL EVATION, OR AT FINISH
ALL PIPE SMALL BE PLACED IN A TRENCH IN NATURALSLiBY[T
AT LEAST 24 HOURS BEFORE ;T•AP..TJ- in`J!
A. CEPCS'T FC? ;:'•ST-, CT1^•ti !NSF;' TO THE COUh l ENGINEER. 5 C 5- 'JER' 'IT s';�..
COPE ES O - A" -
OPIESPERMO
26,
LEVEL BE CPE THE TRENCHING SHALL BE. AT LEAST 3 FELT AB(NE T ?P
IS LESS. ALL 5ACKFIi.L iH &4 EW!E7r?S SHALL BE. COMPACTED TO THE
LOS F.N ELES. AT tE 75i ?3 *I 1 _ FGR'=_ �' +- "rG 'r 'h^E'v LrtiCcrr yIc `-NTRAC7
'u TT'NC OEP�S�Z FOR �u.S .
SURFACE ELEVATION, WHICHEVER
DENSITi' RECiElfREJ SY THE GRADING FLAN.
PERUITS IwusT BE Suau:TTED T; *:E Cw E NGR.:Ii!�2r0
I THE FxT:I!�s :.F SLABS AND ;VALES SI?ALL S£ I THE S.AL!E PLAtiE. NO
77, THE INSPECTOR MAY HAVE THE OPTION TO REQUIRE CONCRETE BACKFILL 0UR'YG CONSTRUCTI.N W!IEH
ALL CONSTRL'C'I!G"I JC'N'S
STAGGERING OF i01AT5 1iLL BE DERV:1-TEC•
THE PIPE '-iAS LESS TFIAN ONE FOOT OF COVER AN^ IS `SUBJECTED EO HEAVY EQUIPMENT TRAFFIC. THE
CONCRETE POURED FPCN WALL TO WALL OF
NO CONC;E-E SHALL BE PLACED LtNTIL THE FCRIV!S AND REINFCRC;NG STEEL HAS BEEN PLACED, if -
CONCRETE ESACKFILL SHALL CONSIST OF 13:5 MIX CEME.':
TRENCH A'YD FROM BOTTOM OF TRENCH TO A MINIMUM 'DEPTH CIF 4 INCHES OVER TOP OF PIPE.
S.
SPECTER AND APPROVED.
M A PEI?MITSHALL 9E ObTAtNEV FROM THE LOS ANKiELES COUNTY FLOOD CONTROL DISTRICT
S
TRANSVERSE RE1NFCPCE.N'ENT A.ND 'R{I"'ISVERSE !DINTS SHALL H DRAWACED AT R'^_HT A.NCL'c5 (CR R4D}+! )
TO CJNCU!T CENT,ERL!':t EXCEPT AS CTNcR'.4'SE SHOWN ON THE DRA'YINGS.
FR!OR TO rOAAMENLINS ANY CONSTRL'CTIOTG Og �Ai1J ANIrI'15?�^TIONAANCGCON'rECTION
DISTRIC'r BY TELEPF40NE AT ZZ(v-42JJ3
INISPECTION BY THE DISTRICT.
W`.TH AN L'LTImA-', 23 DAYS COMPPESSWE
PERMIT AND TO MAKE DEPOSIT FOR CONSTRUCTION
T
ALL CO'JC tETE SHALL BE PCRTLAND C:Ei++ENT CCtiCRETE
29. SOCKET SET SCR W OCKINGIN 54T DEVICRESTTHHEICO TPACTOR "ALL Dt21LWAki0T P WO
AT 90 DEGREE5 TO PICK HOLES AND INSTALL 3r4 !NCH
&
SiPENGT'i OF
ALL EXPOSED EDGES SHALL}SE F14!SHEM WITH A 3/4' CFAMFER.
HOLES TO A DEPTH OF ONE 114C14
AL.LEN SOCKET SET SCREWS-
STEEL ADJACENT TO FACE OF 'ON(CRETE SHALL HA'JE 2i- CLEARANCE UN:F55 OTH'cRW1SE S i .
30, THE PEPE SHALL. SE AAANUFACTLJRC-D WITH ADDITIONAL CON CRE•7!5 COVE OVEN
ON THE PR01-ILL- OF THESE DQAWIN55.
4.
10.
AFL
RLIFiFCROEMEN' SHALL BE Orr�pNED gA,RS CC:M1TER'�ED'fiTE GRADE STEEL AS PEP AS.TM.A-61S•G9ADE 60
THE MVE27 STIESL W)4ERE SPECIFIED
UTIL!TIGS CRO=SING THE STORM C4AIN SHALL SE SUPPORTED PE2
1L
ALL BAR BENDS RND HOCKS SHALL C-0.4FORM TO THE AMTRICAJ4 CONCRETE INST]iUTE ":.IANUA.L OF
31. EXISTIN,5
LA.C.FC.D. STD. DItiG. NO. 2-D173-
STANCAP.D PRACTICE'.
ate. Al1^rj4 c< SNALL '0V'� Fia CCWA ,:&Jrrol2;' iJ �� A7 A� 1 '�f?E'
12
DIMENSm4s FROM FACE Or CONCRETE -CI STEEL ARE TO CE'ZTERLI!4E GF','TEL U'{LESS OT!JERVrIS TiGTED.
-,We O-
O 7T'L- 7THE =s-zvm Dmi*S 5Y�1 EM iS �EKr".i' �.
I3.
L $ACK+'1LL5 AND FiL'_5 TO BE USED AS `'UEiC;RACE SHALL BE CG+.!PACTEO TO A RELATIVE DEN37Y
ALL
OF 9011 UNLESS OTPErlmSE SFECIRE.O..
LIST OF STANDARD_ DRAWINGS
It
ALL STEEL 7-ukT iS TO BE CONTINI:^:]S SHALL HA:rt A M.!NI'NGM LAP OF SO BAR DIAMETERS OR 1r, WH!CY.-
LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
EVER !:3 ^2REATER-
M
ALL CATCH BASINS AND CONNECTOR F1 PES BETWEEN CATCH EAS INS TG BE: INSPECTED BY THE COUITY
STD. .t/O. Z- D88 - LOCAZ DEFIES'>>ON NO. Z
RCAD DEPAft 3 MENT.
INTO ALL STRUCTURES IW-LLDING INLET & HEi,'JWALLS, jNLESS
STp ,yp Z-,o96 - ST+4,VOAkPJ D,Q4P STEP
16.
PIPE SHALL BE EMBE:TED 5 INCHES
STD. 'ILO. 2-0107 - C01W ,FI+VGS, QEa/CE,P f PIPE rLie ,4fT
OTHERWISE SPECIFIED.
STD. VO 1-G' I/2 - JtIVCT/ON S.rPVCTU/IE /VO. 2
17.
WHERE PIPE IG TO SE PLACED IN FILL, TFHE FILL SHALL BE COMPACTED TO A v:N'MUM DEPTH OF 3FEET
sro. ,vo, Z DII3 - M.4NffOLE NO- 4
ABOVE T!!E TO? OF FIFE PRIOR TO TRE'WCH;4G.
NO. Z-D/56 - A1ANh'OLE F?AR!E ! COJ✓E�P F4� : ATC.I! BASINS
A
ALL BACKFILL AND F+L. --, jND CLDSEID CCNnL11T IN STREET RIGHTS GF WAY ctiRLL BE Efi^'Uu^riT UP TO
THE ROAD
,STa
STQ �Q ` D/r�7- �iJT�f,I ��jq�'!N PE/NFGk'CEMEriirFD.4 PouvD Rf�!
SUBOPFCE CF Ti _ ''C-' CR Tr} 2 FEET ABCYE Ti+c TOP OF THE CC'Jr"!iT itiHiC�'EVER IS LESS.
AND FILL ABDvE AFOREIrENTICNED LI'.!!TS. APPLIC.4T:ON 'CR
STD. .VLF Z D/60 - CATC.4' +�45=l,V NG. /
DEPARTMENT `'PALL :' : LCT ALL BRCK,F11-L
AN ENGINEER OR INSPECTOR IN CCIONECTICY WITH THE WORK, SMALL BE VADE BY THE CONTRACTOR AT
LEAST24 FOUR' BEFORE HIS SERVICE iS RE'QUIRED. CALL r�u 8rEC+TVOF L�o�4
570 NO. 2 DI63 - C4TCH 8gSltJ h'J?. 3
19
J
A PERM4TSrIAI L 8E CtETA!NFD FROM THE ROAD 6EPF.RTMEYi AND SHALL 9E SUBMITTED TO THE INSPECTOR
STD. .NO. 2 D/7/ - ST4NDA,PD A-6./5 .PE'NF4�?ClNG g4PS
PRICR 70 CO&IMENCING CC)NSTRUCTIO!N WITHIN THEIR RIGHTS OF WAY.
STD W. Z- D/72 " CR TCN BASIN !c E/NF?Q,~'EMEN T
20
PIPE SMALL BE BARRED C L"Y'.Y
UNL SSICE WITH
ALL REINFORCED
,,� r-V17-41 /0,j -,a/vE SUPA'oers .4c.POss T.I?FNCNES
- , E NOTED.
L,Hu:^JEER CASE Ad ?E"D'NG PER ST'fi.NCARp :JRAi"!li`.`G I}5S, UNLESS C,THEP,WISE NOTED.
'-'E';5'N
_4ro
STQ. /V , Z-D/7-S - rC64fOYE154E PeOT B.44.1 FOie CATCH 54s//VS
r,,r
OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE'iEaSURED VERTICALLY HORIZQt LLY
STD. ,'W Z DITl- RIP_C BEDDINO !/V T�FEIVCHES
2L
UNLESS IO
AND PARALLEL CR AT p!GHT ANGLES "OR RACItiL TO T!�E CENTER LINE CF CONCTRUCTI�.`i.
STQ. NQ Z' Dl90 - TYP. FENCE, G-7T.E f He�.?D!3/ALL DEr4/LS
22
THIS STORM DRAINhl,Lt NCT BE FC..rEo'. L-D FOR AiAiNTENANCc UNTIL THE ST=EE" S H!A`/E SEEN ?A',JED,
A4ANHOLES 5ROUGHTTO G+.ADE, AND THE S't,-z-M IS CLEANED TO THE SATISFACTION OF THE CCUNTY
ENGINEER.
sTL? /.D 2-D/9Z - .JU/VCT%ON ST�PG'CT��E NO. 4
3'TO A10 2-D 22d - CONV 7420 C4TCH l S/N FOP Ff aES ,2 TO 72 "
STD. NQ D2-42 - DETa/L Of CATCH _9�IS/N odEN/NG
RIPRAP NOTES
STD /V0. Z-.04W - 40✓US74aZe PA'OTECr/aN BA+e sT.'.e.FUA
9ro 1w Z-D393 - colvePETE CD41-.14, 14VIe PlGEY If r c 72 "
L
DOCKS FOR CRC: TED R:PRA.P SHALL B'E GOOD CIM ITY BRCYEH C'QNCr-LTE ANOTOR RIVER RUIN ROCK
SMALLEST C11tEYS: N SHALL EJ(CIEEO 4 !NO `S AND 'TILE INJT EXCEED
DL EST
Y0- ¢7p - 9TQ. Zsf' �lANNOCE" FP4ME € CGYE. P
STD L-O
THE S THE 'DI IENS"OSHALL
24 LNCHES. THE' LARCESi OI!�'FNSIC'N SHALL NOT Ex'- ED 4 TIMES THE SMn LEST DINE'tiSION,
STQ NO. ?-D/T8 - ;rVp FENCE *-" 45.47TE .D67,41LS
2
THERE SHALL BE R GRGUT BED OF AT LEAST 2 INCHr`_S BENEATH THE FIRST JIVER OF RC3C!C ALL THE
STD NO. Z-OTQI.I - TPASH E:?C.{'
4OkD5 uETWEEN THE ROC CC SHALL bE FiLLED WITH GRCNJT. MAXIMUM SPACING BET'HEEN ROCKS SHALL
STC A/0 Z--D 265 • /•'VL ET ./VU. I r'4r41v 4' 56C r'4.N
LE 2 iNCHES-
S7'0. 'VQ Z-9.o'o! - 1VO0IF/C+4r10N,'' 4201 'i Js OPENING CB S
3•
SURFACE RXKS --HALL r-E :MF•EDCED IFP^F.S 1 2 TO 2 3 OF THEIP. MAxrLAUM ^NMEN;IJN.
P/ref590PE FLOW
LIST OF STANDARD DRAWINGS _
LOS ANGELES COUNTY ROAD DEPARTMENT
57D FL AIL' 646 -OH - C✓eB r GUTTE%e TkfWS/T/D�c /
AN 6-0
PPES rLd1YPL(- Z,Ar,4 G6f',PESS.
G1'U•' �i/O. /
LIST OF STANDARD DRAWINGS _
LOS ANGELES COUNTY EiZGIhEER
✓'TD 19-.54 .8.62.0D/NG Foie �>'TdeA r I�Ps►/ivS
rrTS-- cr"c,�i/,PE/L1c itlTS
HIM. CONCRETE MAY EFL SUBSTITUTZD FOR THE GROUT.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENC-E.AND LOCATION OF ANY IUNJIERGRCU'kD UTILITY PIPES OR SIRULTL RES SwONN ON THESE PL?NS
ARE OBTAINED BY A SEARCH OF THE AVA!t A5LE REC=:RCS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT .AS SHOWN Or: 'THIS MAP.
THE CONTRACTOR I REGUIFED TO TAKE E?'iiE PRECAUTIONARY '.«AS'JRES TO PROTEOT THE UTILITY [INFS
SHIOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING-
�Tr of` c
J orrGt�D
+�3 C' !e' Bafh wogs �Ca� /ME/JGE',7 ,��4 4 �'U!/�4L A/
7/ R �' /o " BCrr!
f A \14 ( �3 / '�V WALNUT, �A. 4,%7�1 / /s,' / �y1 � �.1 /�� r � o
� -�f Cuf7{f \ 9 f,?�'.F/B•5c_ ' .r-aTE-,P.Y.��4P...7�ii�5'�SrtLtT:�'.4�'S'l.CiTYEitC�rZ.�•-•-E'L'-47�'
COUNTY OF LOS ANGELES, CALIFORNIA
SECTION H H '�
SECTION G-G _ _ __- �! ,2 STEPHEN J. KOCINICE COUNTY ENGINEER
TYPICAL SECTIONS
CONC. FACING SLABS PI-ANS PREPARED BY:
F'FEILER a� ASSocIA T E5 ENVIRONMENTAL DEVE' )PMENT DIVISION
SEE SHEET AO, PL 4A/ �oc•tT�o�C/ ENGINEERS
uo scac.0 - APPROVED BY:
C--WMONWE.'\L.-rH AvE. `01VISION ENSIMEER
FLJL,-L"ERTOI.I! CALIFORNIA
RME�WED BYfTHE
LOS�[ANG� ELLES COUNTY ROAD DEPT. IDZ633 tr 4870-5Mo CHFCtCFD BY:
' �� y n R. NO.Z.Sp ATE:
BY:..p" ns� ,+fit' /!'Elf {i�� _R.C.c.f�0.1250
.� DATE: -�l SIGNATURE: �Ls�:-ff " - -
;✓ OF ?S Si-1T5
*PF516182*