HomeMy WebLinkAbout646-D M•wMA•/r•ner er•rw, NOTES
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• ---._ [w)tre/e rrn�.w/r'r±w. A.•w•• FM+w ,-- -_I TABLE of w/�na fw FenC rh�ttan.
' -- Std pli"Mr 7-A/17 1 .e••i/••eu► t-LArCR4j_.3 /Crew&e/r%,en both#AM a✓rnw+rA0 ,or",theft sJr•//br brofM 0,
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.ride^-rein rhe i"OfAs�►_-/KK+_N � a/s�Awe wAw.D i�».tAMlrr �-aKJ[N.,»w•4.chm+tpbct 4fdnr�srrrnr!/acn'[�oruvn0+/w/[f�T �/.wprawli I J l e 1 4-Lf7W?W o/' i.,�o.•+fio.fr n br aJtn seicy o[°p7acn/o nre+rl ppr feed{,lh//o CAn•,oAl' hon 0/JPur•must he qupowo'bythe 49,0 K0b,v�f ,_ pIEJSCEN �, • , S-QE'TAJL Af Wh.n.aEp/h a/..fvnho%/Gvm s(rtt[/o fop d bo,q /e'JJ the•,raj Rr p m-o'
r"r J "Hot�rr 1 SECTION G-G P� - .flnerrs er,)"-6,Urrrpm•tfdlrvr/rmns/rvcrnroweJilhJCJho/rgt/er�eloi/M
c+t+r ,.N�„.rf 5•„ - A. I it�%•'••te- �A"7t ei G101*'^�+�•.•w� Comtrwhev ds/Joft os per A•/o//MAv depth o/menhe/r of gW,ena/
J n!�.F d 11" 10 IS"OC .war
i : _ ' B-OOIT { ••., - Qwi' �Cr Whdn dromc-ArG1/s�(9"or.Mq,c+-nler e✓ f/.,�//b-/nvM/a.�err/Voh J.
+ i i rtira► '� e
S-/PZ�IN•T?A4►;'/NYr STffl a/n//be nc•r 2- l7l r rn
I I i t� .1 a•�•.rat•..e. - ..13�T � O r,rrrvyhlbov,/j ck+v fen /bceof
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� •• a eine >,r k ►�" 1 i.o �a', -�, wY Cl4/BfOA Jrra be S'/br"Op•9�•o e33 O»d E•rbr'Op aYPr•96'
I •• 1 • l -S7£PS rho//pe f",round l on.rro etro/e.d orrehocrd or/e as then 0 hr4q. 'h Me
• !!•.s we/h dafr•.,r/w•e n,(ros otrrtrw.fo f/ro..n(ht apoc,nr aho//be r4 101/3 o.C�T/fr
- I �...--L--- -�- --�- --J---1- __.._ �� L! •-_..t/!_.J _ /Y/ - - --.t.__-- .__.�_• - ( f _ B O I �• De.,* IMlrrstsh-p she//6-no/mwe fNr ob2+ve fhe i �e l" fi p CI,'moi.
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QV�JC rJ O /�11 i4li/v _•• \� I I 'A►.nd n0vr/y,o+,
L- - -� --�- - I• _ ._ -- -.. .. w3-..d f'1rfor occesJ sheN.0oll seer-d,n/.2 m/.tm or
r -1 :,+ •!i ' i d 9Arr! v,F F'n'f tis Se shoo.
i ' ( - i-- ._ i I i I I ` ,�• -- I/9 ' ji I 1 _ ' y a V_ •J �' • /fL d11DrJ
--�-- - - I -+-- 1 %. T''• r / AA4 1 wM Ar ah rr/{erre Md M hr7f.
t a bws
l ' I i -:! •.r • /Z-BoDr of me-,to*,owA.d,y sp-*boll bo oow, ev erre ec•de mftva opq aAbr►,+1•oe'tpu
_ V29,4? STO.E'/S/1 OeAI - L� �-� �- ' �� � l� I •..e-o�eonJ»gyp wee r
�' SECTION r.• pr cf/Arn.�,J�n.x»,rho�yTud /A►,ywoy /s
O laedwMcta},aGOaoJer• ,w T` `' �errnir/e4
f 1°1v erJkd err fiR7l� _ i/,•rd a wte/! of f frlaet[t rs.
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LlYr4T7bN':S"ogefrs N
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S y J Mn,1'-• ,vt dw.fn.. � r f'= p / •r rs.
- " t c"• DETAIL M 3000 s' do
e•Yht J M.t i"Ir M arrlh -
_ : f :: (�} - i . /s«ne%wo d/ • A1bnAO/C�. o/ Alli+ r
X- ` - v- a 1 � --+-- �-- - i '..t or n.. Ar VD' F T
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I i 'I1 E I • w6 f Ees7 rtM►f n��, •r r►O'h 3.
1 gra \ yF •'•- , _ 1 )14� l - - ebur,p.k+r, � � ij �� w A+r+'/►i•«.. -+4 "1. ' s,'iitx,r ` ''' • t: Ar s� 3
fTABLE OF BAR SIRS " I�
a \ _ Sea!/br s/1•/[ ---
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B B • D rEBer _ _
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6
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1 11 LI END_ W<1TH V (� - _ - _ - w •� it
I _ � I+ REFERENCE{ IIEYISION6 r LOS ANGELES COUNTY
LA.r l p /�/ /� p ; \ ii 1 ' r_. :,men-ae+rar-m..,x - -__ - -�--� .;! I '� l �f p
{ZS V P"IU[� tjA O*T4 ft _ AA+ i • I +s. LL. T •�, - I G-D(V I reww e•t. eutwrrr.en+ FLOOD CONTROL DISTRICT
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f : -- - - - .-_.,._. _"'•' +f-- _. - - _ p .r , D 7_ E VISfD NO
S�QI Q i 7dbrJtrr �..[.Y•r.e.of,spw1 -0171 • REVISED MANHOLE NO. 4
-- � - I - I _I _ _ - - - •
--�� - -�- - - we IA• wo..wh+w •f 3L" 210 •
w► 3 PLAN SECTION, AND
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I l N i I `- 1 LOIVGI?U�NAL ' - �
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SECTION •%'. 2 * 17- �IDIOTE DETAIL
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E
O CHANGE
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; ' PLAN d m D i1! C I�>gfh .•c♦ y�µY. n• DAT <,.
No.
' ' \ _ - - _ _- - _ - _. - - O:J C.Jr V : �✓1•ySl_ s•.�/.�
-1 � - _ � .- -_ - - i 2�D 113
---F } _ -- - --� -- ---�-+-� -t!- } ;:'" - � - 11- a 51� 5 ocln - ..::•»,.... - �.T.;'t';;.,
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I I � I i i I •i I : i � � ' j , i � , i I �-T- � I j I I � ; 1
4 IL, 4'f F& !ST 8' i i L ' .�': 2 ' 7 LF. 3 '�'R. ! L 8 12.CP
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S 5c7 D 1354 t� _ I:J350 1 o D - 50 D
I i i � i 1'j
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X=/4'
10.4L QlfVE- 04 r4
�r ( A = 5
O•t 2G END 39"' 1PCP I- -- �= 4 5'
� L= 35.34' 1
LATERAL - $E,4L END 5F-E MOF1LE T- /$,�¢' ••
wireU 8"af/c�z `'' I SHEET 7cFaj ac. = otos40 �= 4 REVERE AVE.
AfORTA/P-uleSTR�'WO W E.C.= 0 -0 40. 74 _ /4 /4 X. i,�
/NV. ELEI/=/487.79 v. a1'- "RGP
- - --_ e _ �p p I It00 17 �=ofsl.o�Cv �=of4�.o4- �
A%4 illy=475 l/ovr- 5.Lo y:x:4' /a' A& /e'
Ilt I / Xt 14,
Y'�r
� � •
�9 Of20.Od ✓.S. `2 \ CONST. 24 LF 39'RC�/ >04 Ito'-24"R.c /6 t91-24"R.c.P Q
PE.e 27Er.9/L �
4'-3n"RCP � � � __ __ _ -- -___ - _ _ --___ -- -- - �_ ____ � _- _ -___ - FUTueE /,c.>•P,Qo✓E,LrE.v-�- �-�`-- Yi •
FUTUQE /MPJ20t�EMENTS _ - CO�L�•J�/AG�Cr�O/� ��OTES
/35 O p .► .r S 26, s
40
��►. _ �vR 'Q a�, h _ � -..-- N/G.�G�4�-/O -� --.4!/E�t/L!E /- I '.-•--�•- - -- �-•� 8 /3 c'ovsT. c,Q,4vrTY .�EAOu�,4LG� >�,e s.B. CO. s�-r�. �. �o/.
GU,Lt��'•4Z aiEF�QE SIO /
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r
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✓llil/CT/Oi(/ •.ST"e2LJOT1Je2E
&17 C�tL/ST. 6T0.2M OiQA/it/ CLEA/V OL/7' 2 S.B. < Z7. ST/O. Z:A c1 . BOO
/9 CO.u`ST ✓L/��T/OrV ST/P[/CTUt2E �(/� 2 PecJ2 GlE 7q/L. O,(/ 5 HEE T 9 o F�• \
�9 SFE OETA/G -54EET NO. 9
G+aO CO.t/'5T, 48",Qc.P l/350 OJ -
' � �C!°" S�EGC/E,2 /•'�[� X= V= 5
sT,¢�ET /"o 7W. - moo/ �7 d�cv �.t� Y= 4. $e,
V-6 I
Y= 4' v=s' -
J. S.
0 10 (Mt4 y e-c'nRY) 7tev3
A=90° �PAb/4L) A= 45e
8=30" 0=14
C s 2'D" X1.7= ZA/ r/ -
"Q Gbr>= t2��ISufD" APF ,ej&AA::: •1( �t�!AA0A- . PREPARED IW THE OFFICE OF FIEL17 P�OOK- Q�FaIF-F__ I- COUPITY OF SAN e)ERtJAQDINO wo. r.1o.
/.O M/GE EAST ALO/Gf� e�✓/d,�/L.4,tlO�!1/E. F,QOti1.4.[�O/,//�qLO .4[2r!lT T/�/E .I.P. K APP �• ASSOC I ATES. 19C.
�Z.OA� �E PARTlul�t�1T 0 OIZM DP-A l N PL A JQS Forza.
qt/E, Y'f WV,!,!FA1 $ET ,B.2A55 O/3.e IAI TOS K/E5T L,pNgULT11JG CIVIL EIJC+tt►JEE2S RQj°o
G�LJ/�e/�!F C.�/,4�e/.t/EL .4�t/� •4T T.�/E' .�GtC/T/,� E.t/� !ate �g�e>y2� A,r=PlzovEo ver TRACT
�O. 94OI1-(742 1RVIME BLVD. SUITF_ 203 /
DF �/AdE.t� r4/�E f' / 10 FT. �l/TN �//c5//LA.t/O A�/E. TUSTINI CALIFORNIA. C_2�D `, 3a,-q-, FILE
_44
P NE C114� 538-03=. 0 aNEG1ecn PAY a• m A9•s'T ROAD CiOMM• GIG{. 0p,Tt
el-EV _ /W78. lY1G - -7
J.P. P G E,'YlOI 5 paT E RECOI.tit..tEl.IOE� i'�Y
P10. $zr__v SIOt`I vtoy (,pTE GOuuTY F"CAItJEEQ Do.TE S4-FEET 8 OF 1�
. t
---- , MOTES:
1. Jwetite SMvtMe/lb.2 N i9 be wed WMo 0.0. N •is rattler/nth 'h
even 1 0. of 0, of • Is lovelier then 24 inches a shelf Rel exceed
err 3l inches.
J C( N-- --�_--.•) `. ,` NOTE: No more/Mn elft �MM!1 Mee N R.Nt Mr Mt Nd�,'�m w7�[21a.
V
► •a 2. Vahuts of T13,7~ond"p�Feihown or crolecTBrow raps-Elevorii� ond
Ji.------ 4----+� 1 �� Eltvalien"S"ere shown when repurred per Nott 12
s + • S. Elevation S applies at iwide WN lel str•echwv.
�T�--� f�� -�[ of wive" 4. Oreokout limits shall be determined as follows:
:c1SeENv 0 Q {� DIEISCEH tf Min-.a j•. �� ; `. Upstream Limit- At the i"tersection of the outside M Me spur well
brrlF r - brriF r .�. ..- . _t_ --- _� witR the main lint pipe wait
•.r Nr rel nabe,rr .. ,.•i •T---- Mound for
:..rel «Noiirf 1,a. Ire ♦• - i . N_ `� TABLE OF VALUE FOR OowwMreOm IiR.N- 6 inches downstream W the iMerttt/i0w Of the
----- it j R� B T r II with the m in
- ► . �•' our wo w e mo ► e pope well
The epes.Inl *IMM N recto Ior, cut naroel to o�oe gelate vM
wiMout damaging reinforcing sleet If o joint in the main HAS pipe
\• ' �1' 15" S" IOMs within the limits of the concrete cradle, provide a concrete
1.:� E end F fliers
d 1Ri %L N ! I, e�' Oreille IB 5" aweosement one foot above the q0 of the main lige pipe to fen
' _ � �� 21 6 N"riK of the creole
V U 6 -it Q 1I 1 \ it The froniverse reinforcement In pipe shelf be cut of cewfa of ope"Inl
V ! `f 1 ' ;I S�PI ? 24' S ant bent into top end bottom slobs of spur
+yY� •iEier.�S1 �% `Tis Nate 27� 3 < The main line pipe stall be cradled and encased in 1:3:3 oEi■ cowert/a>
l[ V i I i j ,� i 4filtl Nott 131 •3-to"p.It _ 0' 6. tdendmi; longitudinally 12 imthes beyond the lim,ls of breakout (Ste NNO
33 6 dl; and transversely a distance of H en each side of the conlerline of
lips. N• 4= 0.D. of type + 3 inches minimum.
Credit may be omlfled ew [wort opposite lateral iMel when constructed
¢- 67�iE�it,11 17P.+4//�✓ •�-s o:c:
-till,
I \
.01 V16
in cprartttioR with existing storm drain.
,gyp ,{ I Z Reinforcing steel sect be ver 2-0 171, end plvtee IYe wearer[ ctaar Mew
1• Round Ee� -- r Ti- l E and F bars shall be carried to o Mint nol loss thaw J Ntfeneo horn
lett of cantrelt, aMess Mhew114 tbawa.
�_ ! ' _ ! T .W17wt/ L.Y.. - I - h f A H. 's-IFNn. PLAN
tanlerliM. J 140 0 f i iwchts.
j p j /�El � J t.Ce rrtlt W"th 0011 be 3,000 pet of 20 dept atleopf as tshww"
LrjW Flow N sttvtlate sMN be slaty-hswslM M tpriwl Net
11 when Jlewction Sdroclurt No. 2 io specified with reinforced momNlMNt Orth
• __''� --- ae*%tlrq SINI term drain, value 0 *hall rate, M the clear span of the tech.
•`MAIM EM1E STOIfiq DifAil! f ( -- Batt w Reimsorti"g steel shall be at ead bent into Junction Structure is ten sawn
k j 1 R.0 Pipe or reinforced s._--- 1 �r3-i8.O.C. ' manrsr as for pipe. Concrete cradle lender reinforced monolithic pooch is
Dc mt"otithlc era _� 1 1 __� ant r•fuired.
i '4 -
"�' r 3w 1 i � :le... •• 'v. •a Q. When Elevation rRrane ftevaii"n•lout net shown on prejecl Irowrnp.MIN
► _ urs..
i i
Ti �1
pipe shoo en►sr main gine reg osy When inlet pipe anis mon lint other fhFw+
_ I _
•:
#03-"1810 C. I i ry ++ _ F ; 011y, Elevation "$ shall be sewn On MOM Or wings. end initl NDt fhON
�' oval It
- - .• l e� Retina , .�' o , be lord on a slraitht geode from Elevolion"S q cotch basin w groat break
• __ �, f -' u .', , a;. Nmf. 1 , E , srE hors 6 bars urs in line. ElevotioR R"sholl be shown on project drowings only whin stub is N
• be provided in mom tine toe future construction of inlet p,pe.
T--
03:5
_ r1Wtkod M**&%g*oppttr S the N1ltift[1ia" of ctl"ttx iters
1 t r -rf bort lam- • h ttroh x ��11tt141)i_19L I4t4C.�.41�_
j 1�3 e \ s .� t•S-3rOC t o ucAers.
- 4. tree �� • ' _ ®1 Iso Trans.hon Slrtdchre No Std Uwy. '2-0184, who" A.C.Plpo e
e ►. �ti[ �� coed tot mt'nllne.
lit11
I 1 - - 1E /. - .Y. LOS ANGELES COUNTY
1 •i .••
j t j i Z4�"W" /o f, j; FLOOD CONTROL DISTRICT
:
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- `una,/er.ed .a.fw'' JUNCTION STRUCTURE
1 ' ! SEC?i0N M M
I
1 r f
� I i
REVISiO N� 2
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_ Mitt
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• 1-72-CC Revi)ed Note lend SECTION Z-Z "-•' � � �/ «•"' •'
[.0. added Nolle /1. L,l= _-
.y.w«
i _. row. w At,lAe/ R!!if0 t"ls,+er ir~reYie r. - --
I
.t i � Aft t: WYE I♦ __ _ c r x_w•a.esw
�� J MI•rfp
T
T
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eFes.i oRr[
- DWG. -D V2
:
NO.
2 11
6-!9. - C_�! + d.w.N. - w1PERSEWS DR+CMlIIf3 OF THE SAME 01011Eld[R In It 1�".!P37
/�. 1030/ ;
ttewe trAm.,nea err[[r t of o
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o 1� sews I D L T NOTES
i I i s l0, 4,r
/ cone d rM rred where the ch ge ew ds
-+ +
rete all' r
---��_ /O' 6" - .4 c 's on in glade
Q- ! ' i 36" 1.5 8" O./0 ft. per foot
;r
erenf diameters am obted w1fh a concrete
i N _ 2 Where pees of di/f /
I
I `
r ,
1
{ t 1 60" /.75' collar, L and T sha#be those of the larger pipe. D=Dt or Dz,
C 1 wlMchewr is alar.
75, ��„- gm
3. For pipe larger th6n 66"a speciol calor*kw is regvi,
- t 4. For pipe sire not hsled use next sire larger.
5 61'nir rernforcin r,
Li
t g on pees 24 orad less to darneter Arid on off
I i I I ( '�` � ",R.��• I ! -- pipes where angle A is less who” /O'
do
i40_112"
t ' l'1 x510 D j L 6. Where reinforcing is regtrred the diameter of the cirwtcr lies
i
:
d - - - - - - -
O 35 j shall be D t(2 x wog/thickness 1+ 8
fFL. 420 -l'-?CM amreiee
r i T, When Di is equal to or less than Dz inverts and when
i i I I I I i ; 0,1-
L
perra joirf a
- _ _-- -�` - ' % is greater than D,?, join soffits
L
B. Pipe may be corrugated metol pipe, concrete pipe, or reinforced
concrete pipe,`nr asbestos cement pipe
9 Not to be used for o sire change on the mainfine
tI j
New or Exist. 1 % F
Pipe
� t
• .J P�Ffii
X 3Vo6,� , y= ,4._81l 90
M.moo' _^__ill_! .-
�. •i4 —f
`•' + , �, REVISIONS - LLS ANGEt_ES COUNTY
•res e • . r•*. nr•cr..,•o« FLOOD CONTROL D15TRICT
'4`11 Mw , - / r • a,
J-14 Circulor Ties ' /z �' �aK--~� CONCRETE COLLAR
_ars �.t.� �ro_t�
.o�c �•9
FOR PIPES 12 INCHES
\�1 TIiROUGN 66 INCL* S
? v ..r f..1Jai kF((1MMEADf C: bt
D.Y M
Lf u r H ea_ Fr. ht -µ C W r/
_ .. -"- -- . _` t - , , Cf P4 DISTn: T .- - sr at u�r%2�N `3J
P7_411-06 fNtl M. N. •SST CMrEr T Li 0 E 010FER
/Y/ l G5 Ah 0'-F S cr,,,a e r I c,i o c or.T F.. -=-�•"i NFINE OE-C I
z MW A16,
...»..,. .....> ..... . .neer I +x
s s s -y- s ' -— - .o TA. Q EG. n'l t G.Dr(I5T/ZIJCTIO� it/OTE'S_
8 N/r'f�G Apt/� " A vE,vt�/E -- -
In CO�t/57 ¢8" A2.C.P (/3 50 O)
Q N � 0 I•(i��� ,2EM0t/E 3g> L.F G1� �4`,Q C.� g' CO,t.�'. f�EAl�tJr4LL.
� Sti�?�ie <
•
V 8Z f O.S. 15 -M.N. NO..0 S TDT M Die/!IN eat mE ,RATA Q
(SEE OE T41L ON SN. S) A = 4�f• 4`,� ' Z4' I 'yob
- - R= 45' ti
A = 4 5' /_ : 36. 12' K. a
= 5'-to �� s 0 00
O, = Dz : GG" Ee= O -035. /Z
EL ',pr'� 14 77 /O Q � S-
EL.rS'= /477. 06
3 7
,PGAAl
5CAZ_E /'=40•
tJQ DATE RE�/ISI01J APP �E�t/GN MA��' P2EPA2E0 IiJ THE OFFLCE or- �IEL_D e�caoic 2c-F�2ENG� COLNTY OF: S44J PJ 1ZW&[201WO w0 tJO.
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