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OF
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3. REINFORCING _�SHALL*, GOi' FASTM, � .
fi �ice
E
GRADE 300, t"ASTM
615.. GRADE O, , AND SHALL L TEF �N T�-Y
mm 1/2`3
t
Lr
P ta
F�.
CONCRETE
SURFACE UNLESS OT',IHERVOSZE SHOWN- -
1 4 - SIZE
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G- � �: , � �• R L � . � I i. ,fit, � `t
E � .... ��;�ta� SPECIFIED Eb .� WALt.-, .� �
E I i� L_��� �
STEEL,
�. CUT "'S
RO,jEtr OR,-I,�1�d aP ..
i
[ A
_ b �IE~ .�N�IL�� BE �J ,;� V,.n3:TEI�' •��" ,.PEtJIP�i� Ai'a•E3
SENT I NT.� rOP At -.)D Bta TTOPA OFF -.tUNCT IIN w FRUCTI_tRE,
t,_ 0Mi i H EARS WHEN -SOt-FIT OF1SPVR IS 3OG n,m (IL°') OR LCSS Vir-LOW
LINE,
erGF-i.f MAIN t n 4 �-�_ � a
-
SPUR,,
r
300 ^1n7;,f O LESS ASOVLFLOOR Oir-' MAIN LiNE.
' I ;^�1Atj14- VtJ'te^EPD Jf!H1.+1
tLLE, MANHOLE OR TRANS171'ON STRUCTURE.
-- !:'L�uR Oi+ S ="RUCTURE SHALL BE STEEL--TrRGWELE0 TO �E SPRING
L INE,
:
,_ �1E C^ , .CT=NG TO E(1 ivG k. q TREQ OUTE}f<AND
DETAIL.
SRALL %E Sf-#�}'>IN ON THE PR*:3�IEC? DRAWINGS.
3t>3GS_
7_ EMBEDS=EN', P, SH -Al � L 130 rrrn (�I FOR B z 2-40 mrin f,Q6") OR LESS
COO Tnrn (G'1 FOR 2 OVER ?•=hut) ,,mr•'1 ?`v; -'t,
ya ,
r.
r
1+ ARRE S. 1 � � t_ .E:, i t 1+
-� �� r �� =NTt 15 .� NOT SHOWN T • 4.. T
��E
U:R
r r �II,1
QI sv Tr.E:� TWE 'I;Lir s Oi'EIR!NG SLHA.LL FAI-i, 150 soot €G'J BELOW
THE ,:a1'FI'T CF THE MAIN LINE l� IT'l THE II`dLLT PfPE LAID 014 A STRA,GHT
GRADE FROM MAIN LINE` TO CATC-iH EIAStN Ota TO GRADE' BREAK IN INLET
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.. E... A C' i� _ I -I 5E _ �i � �'r (� � T�,i Thi �. . t� a+.� E• �, �- DRAWINGS 1 '-
THE 3NLE T OPENisNL FALLS f-10R,E_' T3-3Ate I50 wn (01 BELOW THE 5DI; Ft T
1 i i
i
PIPE G
OF
r t t ,zj -�• i
4if Tt� _ i� �. � "r 1 LAID •� il`4 LII`a� I � ,HE INLET R1><•'E Lr�I� ON A fiTRAfsJi-1T ��RswDE
AS STATED ABOVE.
ELEVATION q "HALL SHOWN u
� THE'PROJECT �DRAWINGS
�
E
_
to� Js 1S 0-L� RO'VOED FOR' A +€TLiP= CtidYE:i40ti.
9. LATERALS ,� �r '- r. 1
• f
LESS IN r ,"
:�,ME ..
1.'- c .,.. .
4 ,k _ C
S
T
JS i,
,
.- 1- �' O � ��� I 1
is � H tr, -I- -INVIEW T
1,._ 1 r•,�L }�. .N rte.
THE �. L
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7
4 7-
CO
J'V � � [ ,� i 1 i
C � i�. P L..f�ryE�C i ,DIAMETER H�! f}
I SHALL. L. B E . d _
MORE THAN 450 ir1.)a (I8") ABOVE T•HE INVERT, WITH T:-iE EX;:IkPTI.0J T44 -AT
CATCH BASON, r0, II�L 0� � I�
w� ��
3_ti kl i_ m t_Cli .."��_H
wH.x
L_
N07 BE MORE THAN 1.6 r -s (.5,. � ABOVE THENVEiR-l',
E0. THE NEED FOR AN EDGE BEA41 AN : /0R ADDITIONAL RE•INFORCEIMIENT
S C
F ri
f . ..i
'i Y{ I 7 I 1
4L� c �.T f' r
+.. EG � T;HE ENGINEER �� O , ANY 3-E r- ONE ,� F THE,
F0LL0VVHNG CCjN)1Tk01--iS-
a, ANGLE A 15 LEL S THAN 30<'
S ' w
C t' I Y
i ' � c as
S
"_' I! v i
b, t O �I^ IN E� I� G ,� •t- .
L .� C : r
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c, FLOW i._JW~ , Oi�T INt__ET PIPE IS L EKY THAN U30 m -n (7'1 ABOVE THE
TNE FLOOR OF THE RCE% Ai- THE INSi0E FACE
1':. 011tiflE S Cox# SH'=14'gN ON tk,1 L,AN i{7 #i METRIC .1`11D EllGLISH i.J, I a AP<t NOT
IF
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�:1,°W�•T E� _ �?L Vt.�L },:.'.ti.. i r IMETRIC R I � a ALUMS t.,�r USED-, TiLI-. VALUE'S � � _ r :tR
,r- w .-•- r• r
t:01NST`LUEC ION 'HALL ISE.: Pr�_�i�iC �jl LI E.S. EXCF.P T IRtEt.`I=0R. Cf' G 8ARS��I'+,may
iN EN.'-Lt_SH ;II I I- NA"f BE SULI-TITUTED FOR °,SET iC BAR SIZEti. I�= , GUSH
U9''d'Ts A:'dE USE[)I ALL Vru:i,.,.UE �f ED FOR CONSTRUCTiO' SHALL 5E ENGLISH
U N J TS,
AMERICAN �'1, PUBLIC-. WORKS ASSOCIATION - .50I)THERN CALIFORNIA 'ti; iq,APTER �ir+NDARD P LAN
?`:1i : i K(
JUNCTION STRUCTURE — PIPE 1 O RCS 1 33 --
I stiEE". `} r:F !
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TDLL FREE 1 -MG -227-m00
A PUBUC SERVICE BY
UNDERGROUND SERVICE ALERT
_F, v4 �'.- _-_ 0i �i i,Y-' _ , f F'110NAL. OUTSIDE
j - t<OrS i! dE EDGE r .f�Yui 1
ROUNDED TO
DE✓ARIS I 6' QI , 7 n>i(3.1K �•1
7 5 rrm I �a• 1 OIC I _ �'.. f },.. _. "
IGM(+,3} TIE SA, ! R,�Iii OF S;pvRr 11,x(f'l�A f
.. .
-JIM(04)
D JAI":$ _ 10M4if3} TIE BAR - - l - `- - UAs 900 7T m
P� c>•tm ii') U: , - _ # I_ f.2 rZ , f s'-cr"i i U�(;
"EE ROTE pJ....,.-_,.;_�'• I A4 1 :!r-..* A i - •"1
'CON' T., WI L, BARS 1,50 Liam E T A I I "N"
. F i,6'3 OC TO dt• $tDc ECG€ -- . 'er....Sa.`�
"`-�F MANHOLE, SEE NOTE 2 (RINGS ANO Ciz ER ,#;Q i�?
P �-I. A 3E,€ NOTE ti
(SHAFT NOT-$HOWN;i
MAi�i"1LrL FRAME
a7�EirT __111 � ,��FG GU',ti;Ft PEft'
f3kD` - ._. STO PLAIN 630
- _ _�__ _
-1.IO MM i24,9
MANHOLE SgAFT i iii . �
R T C- i it ;rtnt x rr,m ,�:
PER ,; �_ t (�':�<"x I� l E_ ,"' i'ti? E c E a LEVEL,
_,
PLAN 3e, r` F#FE Si AT w_t E. �; 1 5E3r N�Ti~
9'00 inn (3'-f, 1_I�,,�,
_ - - ��iisna w KJ L'J? ,
T r r' if ' Q �r . f E �; A _
!_ 1 J -TIE "I I13ARS .- I
F I i I
'x;11 >v ( t 1 t?. P, �AR;4 -
'.25 rrm f5.`9--- 'F" Jl, `re, 4 ,i AtR� e i f r�
:�OO�D t�t;l=S - _ f ? . ._,ixl�U rarf P
r ? , min 'f3•} R ..-. ._` _ .. •' :Y ► SPRING i fN� . _. ^
I �t�iis�! BOTH
r•icrt •� 1 ri�*IL ET rr -- •.. ._., __ _ •_ Y_. -
0811 0C BO1H if:zj
[..EVA WN U'_3 GRAI:E POINTS, ti_
WAYS T� BE USED . L�lf�PiWIE� AT MSE NOTE r, __-.«_...__.
:�FtEk %� fS l�rJO J,r` Ti?t$ taGftiT
liso'! a", -R_ S;7" � � N B --B .
.v CTF -_
>.. r.._ %.r I
C:ONC.RET"E. RIM: -S -STYE
PER STO, E'T cR.4c)E
PLA14 3241-----;------------. -i �: r1im x 0215 m -i (54kl't
` 9, r, f, R' I i`,N>a 1% E 4 T
11 V
:STEP IN f , g - ---
PAVED - � t� _ � ^-r^r . tJE� T I1ErLE
5TREET5 # - - -•I- o�
'r� ' tZ53: rrRR#.E
F jj• i - - 1cy MM!
1.
I O r�Yt fiat}' 1 ,3�-'_. �c� �a��"k ` -- E nARS
L- . '+
PAVED aT�EETS i c [6•J', 1 � , TEF t3r'i� 3
? 't - I
6NPfaVEe STREETS—" i. J BARS.
�_ p .✓ r',0Uri
ti T O `� rim t
Q"lI� '
SECTION
^•`yam, (}'r'•` E
....- l
AIVERICAN PUDLIZG WORKS ASSOCIATION - SOUTHERN OAfL. IFORMA CHAPTER
r ��- - 1 -�> , SA O _ �- - - AIN G(.�.�p_§g��. _
Pi kr' V 1 ✓� i�','1tP,GF :11 3.1 I.
mm
vI'{ --1iE �f`fin?PdtiiL•E t*rI.'w'S�' 1 �j LARGER =A :I 9. -4l2O ", 1
.= USE WITH STANDARD SPECIFl1„A9'IONS FOR PUbLlts�'m'f314KR crtn z•TJ~Elf:'• nw S4EzET 1 01. 4
NOTES
r_ „
I E I 1xt FROM � -
TOP �I� DEPTH Ii ,�� , T � T . F� •. 1
E .TREE GRADE T . THE �3!" G. THE E��iJ� I_• LESS,
FOR ON -
PAYED
, r3 � artt•n � 1 a } i'ti , 3� T f
E� ,,. FidE � ��` I C,;<�t� tztfirt _ � Ei 1'�Ffi #�?1~i
PAYED STR:EE T S, Cot«*TRUCT MDNOL17HIC SHAFT P -R SEC�rK N C -C AND
.D-ETArL '*•, SHAFT FOR ANY DEPTH OF MANHOLE MIC
E
7
p
PER I �3 � INHEN }
lr ION I I •
��.� . 4 'tf Ei• 0 A�iETER i� �• i2i�.� �# . R
tllir (ABI F LESS, S � t
I .t E E E x
i �
OF SRAFT MAY BE LOCATED EO G ER tdG';iE 4.
2. h 1°
1
!~LOCATEDfi! �}
>* E Mt SHALL L AI.L B� 0. Ert � �
� � T�;, ftE r
STORM DRAIN VIHEH. z IAMIETIE' D; IS 1200 MM 146a.) OR L'E.-DSG IN WHiCh CASE
PL.HCC�E BARS S ~T,isALflY AROUND S AET AT'
45'> 4
1 rCENTER :LiNE
AND OMIT J BARS.
l'i i r
5 •l
HAVE z'
3. L �r,0 !✓aH.ALi HAt THE r.+LLOtItdG VALUES 133tlLES THr.�I.-.ir ,rkif�1
Ott
T t
ra
c
, 7 D i -
H � R.
�, rIi THE , �,. E>✓. ��� � t�> �
A, Daz:2400 mm C96'1 tit? LESS> L::I 7 ri ►',5'-61), P=I5O r'ira f5"
Z'400
-
D2 OVR' Z'400 VIM?M EC9►•,>jt), L --I.8 iii (6-0'). P=2t'O Awn (8')
L fAAar BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN t= GP,EA,TER THAI' THAT SHO N ABOVE JS ;�PECIf"IEG, D SAR x
SHALL ESE '`ONTI1�U- ?5�? Mn) 16p1 OC.
``'I: STATIONS OF hlA �40LES SHOWN 010 PROJECT DRAWINGS APPLY AT CENTER
SHAFT,
; r
OF AilLIhE � "LEtA tJtdS r�E �-f��A�CEti,,R L?a. �-�=, 0
REFER TO THE FROL00GINVERT GRAVE LINES,
'5 �.RINFORC-MENT
SHALL CC NFC-iRM TO ASTM A EI,5ki,('yF�ADE 3100 'tASTM A 615,
,:rR DE 40). .AIND SHALL TcE'.-,RMII' A T dO xmil 11 /2') CL.E-AR OF CONCRETE E
SUR—
FACES _�L.0.OTHERWISE�'�\.
C• M
1( r
r ,.
h " }
�. rLt?�F>< IjP-�A��H�I... ��iAL.L �C a�TEE� � Rfi��'Ei`:E[} TO SF r•if�G .,.i:><�.
r
- T3 1 Z
r
_ 800OF MANHOLE SBALL � -� 4 { .
'rr_ E;3E' 1 L,RC_a� !N ONE �t��! i �l.i OPERATION
htU � L EAT OI'd
_ 4Er
T THAT A CONSTRUCTION RUCTiOrJOINT WITH A I:,ONGiTUD,NA_ t
_YAAY M�s
Y
BE PLACEC' AT PRINt-1 LINE.
8T?t e4E.3
G
r T� DECK
-
�r��
WHEN
`E'
E�SA .T�
PROVIDE 0
A u f -
LEVEL S�-ayBUT SHALL O• �_ LESS I3AI Ic TABULAR VALUES FOR
F
FOR
Y ,
Jt 15',A(94)
'�
J [
6 i 1 r Z }
ti
to � � :• .1 .i � <'1 '>j R '� r-
r E3AR . , E ALS:. k�a. .>��, �. FCiI=c ...?. ., f,. IT'kiXi+.,, -.) �I•, E�e:•-a�, i:�P,tt, �. r Q:�
0? P i��56 nim (42") TO 21�,'O Mm (84') 1}'#t:.LU51VE AND D 20W -t6) FOR
CI _ 225.0 rnn, t 90"I OR QVEi R.
f t
OF
� r
I
lO,�, ,..Ei`sT Ft >r_,oE �F `E T Pt ' � � � 3 3= � •
I,..E F C SHALL, INTERSE i�SICt_ FACE OF GtiE AT
SPRING LINE U1114LEaS. S OTHERWISE SHi3'•ft}'N..
I.. STEPS SHALL l AaNFO R,,64 TO STANDARD PLA14 6316 OF` �;_3% UNLESS' GTHERi< IS
;3i,01°W� 'St EPS ;HALL BE UNIFORMLY SPACED 7350 grim (149 t O 7� S 5 wn � 5') OL.
-rHE 1njlrr�.ST 1'=;1= _IHALL NOT BE MORE THAN 600 mn (24') ABOVE THE INVERT.
12_ TIDE FO .LOVV jNG QRf �'E�R>A SHALL SE USED FOR THIS MANN LE-
r •-
1 -
Fa 1,114SIDE ,
LIKE _ G i.
A. �� JJG, I tC'y �_
!l
- D � � :i l.�.�l�E t�i,a „E r. ,�� �., �.��,.��,;�- �y��-� ., �1-I� ���.1r�
i_.iN R P DOWNSTREAM OF tiA HOLE IS 900 nim (36°'1 TO :05th ren, i42')
1Fd6E E DIAMETER > N -D THE MAIN I_ INE R -CP I`iWS TR,: AY1 15 15-26 min i3321. OP
LE!3\,--, v rAN�:AJRD PLAN 211 SHALL 5E !ISED..
AVIERIO.AN PU5L1` WORKS ASSOCIATIOil •- SOU` HER.N GA;!,.(FOR-IEA, CHAP 4 ER ,F7A o0l.=�,R }G,,.N
AO�GPIPE MAIN. O -
ID � " O LARGER l vH-U_L SOF14
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
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