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LINE -
I Pcest
BAR
PGS
? :i41TERMECIATE POSTS USED AT
�7QCur, aA rh, (.3000 MAX O,Cr SLOPE
i3D�7 ODSTS 'USED 4T GRAOE CHANCES > 5K
�' rmfi• r ��''S
IN TERt'4EDI ATFE JL4")PE PO S T
FOR WALL THICKNIESS UESS THAN 2N. MM
FENCE OUTSIDE +Il1NJ-
~�AL nERNATE
,yllp e.* WALL TCP -3F WALLI
-NOTE 7
SEE EPABEGMENI u
L517 -ratrn k T C' DETAUrt- SHEV E
'.,
EOTTOM IDF 17.4.9RIC
��-I A N N E L WALL r�'�.JN D i N WALL AT H �L A D'NA LL
HF J'WAI,L
FEEMCf -
LI•SE PirF_
RAIL
-NOTE S
}IE,ItipYtALL
AMERICAN PUBLIC 1>iiORKS ASSOOL4i`! N f STERN CALIFORNIA W1i FTISR
F''F!3{tlL:'31tTit! OfY iH5
LINK FENCE AND GATES
STANZIMO PIAN
M�1P��CHAIi
=iir4, 000"IMEE
WH✓!•r SEAT
`
awif 121:1%
Ibt'}y 1
IN4-
TIE BAR
_ _ - -SEE T 41.E
ark. rexLIME
91iEET 3 OF 8
U Mi' STAiIICIW RPMFII:ATION8 F41% PI N UO MIMII;�M1tI1�Mi11a1'ION
INSTILS
I. WHEN DEPTH M FROM STREET GRACE TO THE TOP OF THE BOX 13 LESS
THAN 66T mm. Ila -EO IY201 FOR PAVED STREETS OR 1090 mm 131-61 FOR UNI- I
PAVE -0 STREETS. SGN$T MCT MONOLITHIC SHAFT PER SECTION C -t AND
DEIA'Lr '14"J SHAVT FOR. 1 tAV DEPTH OF MANHOLE WAY BE CONSTRUCTED
PER SECTION C -C. WHIEN WAVET1E1R Di 15 IZOO mm f41B'] OR LESS, CM- TER
or SHRIFT MAY BE LDC, 760 PER NOTiE 2,
2. CEN'TiER OF MANN OLE SHAFT SHALL BE LOCATED OwE +CENTER LINE OF
$rORM DRAIN 'WHEN OIAVETER D4 IS 1200 mm (409 -OFt LESS.:N WHIC0 CASE
PLA" E 8 AR$ SYMMETRICALLY AROUND SHAFT AT 45P WITH CENTER Li'NE
AND OMIT 3 BARS.
S, L AND P SHALL 14AVE T14E F'OM..I: O WINC VALUES UNLESS OTHERWISE Si40V N
din 'THE PFtbjl?ICT CIRAWIN4$=
A. 01=2400 mm (96 1 OR LESS, Lc IJ m i51 601Y P z l:3Q 01
Br Dit OVER 2400 mm: ['xISOL L=1.$ in tS"-0'1. P'i"210 mm Ti3"'l
L. MAY BE INCREASED dR LOCATION OF MANHOLE SHIF'T'ED TO MEET PIPE
ENDS. WHEN L. OEATER THAN THAT SHOWN ABOVE IS SPECIFIED, 0 SARS
SHAu. BE tONTi NUED I50 mm t61 Oen
4_ STATP'ON5 OF MANHOLES SHOWN ON PIROJEOt QRAWfNQS -APPLY AT 1:EINTE
LINE OF SHAFT, ELEVATIO N$ ARE SHOWN AT TEA LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT 0RADE LINES.
REINFORGEMIEI'NT SHALL COWORIM TO A5TM .A 61511AL 13RADE 300 (ASTM A SIS,
GRADE 4'01{ AND SMALL TERMINATE 40 MM 11 I terl CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN -
6, FLIDbR OF MANHOLE SHALL 0Z STML TROWELED T4 SPRfNG LINE_
7: BODY OF MAkAGLE SHAJr..,L BE "VREO IN Qt. CONT'I14UDUB OPERATf0•N
EXCEPT THAT A iCO'NSTRUOT'I O N 'JDI NT WITH A LaWGIT&D3Mt kEYWAY MAV
RE PLACED Ar SPRING 0111E.
S. THICt(NESS OF THE DECK SHALL. VARY WHEN NECESSARY 70 PiZOVIDE A
LEVEL. $EAT OUT SHALL NOT BE LESS THAN THE TAWULAR VALVES FOR F
SHOWN ON TABLE SH. ik
i�, D BARS SMALL BE 15M(04) FOR tig=97$ MIMZ91 OR LESS, 15M I05) FOR
Dt w1050 mm 14211 TO 2100 mm 1$411) INCLUSIVE AND 20MR1+61 FOR
02222$10 rmn (1%31 179 OVER,
INA- CIENTF-f! LINE OF a1NLE1' PLPE SHALL INTE►RSMT INSaflE FACE OF CONE AT
SPR04 LINE UMESS atHS'11; WISE. SHOWMllr
11. STEPS SM.14t.L. CONFORM TO 9T,ANDARD PLAN 635 OR 63CP UNLESS OTHERWISE
SHOWN, S710PS SHALL SE UNIFORMLY SPACED 350 inm 4141 TO 875 mm I1511 Ot
THE LaINESr SEEP SHALL NOT BE MORE THAN 600 men IZ401 A13OVE THE INVERT.
12. 'THS FOLL,13WINC rykITERIA. SH.AL.L. 13E USED FOR THIS MANHOLE-.
A. WAIN LINE =• 900 mm [36113 IINB 10E iDI AME70t On 'LARGER. EXCEPT IF 'TyyHIS MA Nr
LINE R4P ULOW1N5TR EAMil OF U M M OLFE RS 900 mm (360) To 4060 am (42')
IKSIDE D'IAMIiETER AND THE MAIN LaNt RCF' UPSTREAM IS 825 mm !33'1 OR
LESS STANDARD PLAN $21 'SMALL. BE USED.
A1111Eiif 1 PUBS IC WLIOR" AW CL'kTI 014 - Sk'aUHFJiI+! CALIF IA �CH34PTEIt WANbAXO PPLAN
MANHOLE PIPE PIPE MAIN LINE.. MEr
0 -
10=900 mm (W) OR LARGED. BHEETa9F�f
rl,
Is
T 1 T f. ■ �jlL iJ � J'i T
-;
SAME AS FENCE
TEY, 9- aN ROD-
�t TiCiH ;1rNE PIPE
;TIFFENER
SEi 1 3 r
4AX O.G.-
I �OL� rltwi�t 1 Pi_t N10ER RDD
1 ,
,I :� • � Pic,"�1hiCEP C41F N
o.IL13 rn3 0 Cp) F�C't;
PC6T Gly + 2CO mm.. W)
WALK GAnu_� � DRIVE GATE
h --al
9Vt+ �3Ti�1 a .
#a'� I PLATE,�3 1 I
fPIRE II _ nwS�AAI
F011BAR
.� r?trt: r t ��°-ti r-
1.25
GIS SS E T— P. L. 25 0y
3 rTlm i1}? t`- (r55'. %•1
. 13.11-51-tRi+Y.r "IC,oFi LINE --,-,IE WIRE
GROW!•POS's,
FJRE af3 rrtirr� 1013 rnrn
ASV, rrlm i� 1e1"j 42-% . fq„
`H, IISI ANFL) LOCK
5a Men _
3 rilrfi
2:5 mm (1"') C REATF'Ft �1C f ")
Tr AN 1W Ii
POST +r�
k p �� k � L_ ;�' t- #1'M RE- BAIFd� �-.3 mv. i; �,8" i
ENfBEImo'I�f>rE; �l f x 3CO mm SIL FitiATE'
_.rya
I'LL.♦ N`GER CLAP
IZ'-)%0METz?%iC
AMERICAN N PUBU C'Ifi1ORKS ANOCIATION SOMERN CALIFORNIA: CKA,PTWIR TAI wm m gat
METRIC,
WAIN LINK FENCE AND GATES 600-1
9_iEET' a CF a
B, THE OUTSIDE 03AWWTEft OF TAE LATA RAI. 'JUST LSE LESS THAN Olt
MAL TO If a. 'THE INSIDE G9•D W.16CR OF THE MAIN LPNE, IF THE
UPSTRFAMd AND 170tiMlIf 57REAM DIiAIIEETEfi;S OF THE MANNGLE ARIE NOT
TIME SAME, T!. GOVERNING INSIDE DIAMETER Of 'Tii`E MAIN LINE
'SHALL ISE CONS iOCREG TO 3C THAT WHERE THE EXTIENDED (CENTER
LIME OF TFIE LATERAL ENTER$ THE - AD311i0I.E.
L .
IN NO 4NSTANGE SHALL THE INSIDE DIAMETER OF T14E LATEEiRAL B4
TWE MUMOLE BE GREATER THAN 750 rent (301.
13, MANHOLE FRANK AND COVER SHALL CONFORM TO STr~.NdARb PLAR 610
UNLESS O THE AW4 -SE SHOWN.
14, 14t,4NI40;_E' SHAFT SHALL, CONFORK TO $YANDA14t) i LAW U4 UNL.E55
OTHERWISE SHOINIE
15- WHERE A MANHOLE SHAFT - 900 mm 1'364) WI T14OlUT REDUCFA 15 SPECIFIED
REFER TO STAM MARD PLAN 326.
116, WHERE A PRESSURE MANHOLE SHAFT - WIITW E =14"I R IC RF4UCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHfOLE SHAFT 9t+4 mer, 4361) WITHOUT A-SWCER IS
SPECIFIED REFER TO STAINDA'RD PLAN 325.
I.B. DIMENSIONS SROWN ON T10S PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USEM ALL VALUES USED
FOR CGNSTRU CTI D)469 SHALL BE METRIC VALUES EXCEPT REINFORCING .OAR
SIZES IN ENGLESH VNI TS MITA 136 SUID$ 711I.I rEb FOR METROC LIAR SIZES,
If EN13LiSH 'UNITS ARE •U3EDI, ALL VALUES USED FOR CIDN37RUCT1 DW 'SHALL
BE E14 -GL l Sk UNITS.
THE POI.LO TINIC 157AIRUARO PLANS ARE INCORPORATED HER'E4N;
324 MANH-01.1 -SHAFT - WITH ECCENTRIC FI 00CI A
$EB MANHOLE SHAFT - eQO Min M51 WITHOUT REDUCER
S28 PRESSURE MANKOLE SHAFT - WITH EC MiiTR I C
329 PRESSURE MANHOLE SHAFT 914 mm C36111 INI THOUr R°ICUCER
630 690 mm f2411.1 W W OLEFRAW AND COVER
633 014 mm -13681 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
NC7E5:
1, SECURE DRIWE- FIT (:ALVANQEO CAP To PAST 'IinH S --ffn r4i. v)l I2CLINcE
HEAD RIVET.
2. H D -E NOTES FABRIC *:)TH XND SOMINAL F EIN CE HIS 1141. hi = 1.5 rn.
v)
UNLESS OTHERAISE N07CD.
3. Ir FEhLC-r W1K TCP RAIL i4 $PEAPFIEV, QE'LETE STEEL TENSICU IMR1. AT
TOP, AND PPE RXLS A7 �NTERi4101ATE, =PPIE, END AND C''>IMER POSTS_
1,KTENT.' 'ENSIGN RM TO TOP f; A L.
4. SAAStf; WRE SKA,'d ME US -M ONLY wry; N 5PE•,JF-JF
POST SPACINIS IS MAAX.MLIM 3.0 .tri (10').
iS. Fll.l. CLCAR OPEMiNSS MATER THAN 7S taller (40) WtiFf FAIR5'tC. F C,'Q
OPEPI W135 L; -"-::S THAN 450 ritm (1 B'), TiE FABRIC TO POS7S.
a, USE ONE POST FCjR C•UWUNEP SLOPE: AND VORW R P07 IF TOP OF
iI!.ANNE:: WALL 33 OL}NiSTf;'UCED 3 .S Skt FOR 7APLTERrjrA,TE".
8. STEEL BANDS AT 78NS±QN BARS: SI'1M-L. BE 3 Trfrl X 25 mm (t / d' x
uINImum, VAGI] AT MAXIItI.U, M 40 rnrn
S. 011%Mlk.Sii CNNS '3-',rOWN M "'HIS FCO METRIC AND ENQX.511 IJNI iS .A
NOT EXACTLY EUJAL AL VAL UES. IF METn1'C UNITS ARE USED, A -L VALUES
PSED FOR CONSTRUClIGN SMALL 13E MBE IMC VALUE. 1F EN01,1514
UNiTS .ARE VSr" D. ALL V46rz$ USED FOR CC-k.57RUG7ncAv SHAILL
BE f NMJSM VAVJES. H.-DYliEVER, ASTW i<u5 RRNFOR"G STEEL MWY BE
Vd3STITUTED FaR A.'S-IM 615W STFEL,
ISNI) 751=0,7100 e- — $TATI D l PT. ,ALL 141t i MMSIONS
FOR 0P 51HG11fld OR ri1E� PROJ9CT ORA1MIal I"
IL P TO IMS P131Nr
mese
'40"OUA TED STEL
SAM CONI&CTOR.
SFE NOTE $__.._
J:&464flRUCj 1�EA�1 Tot
H-9IQW'T OF TOP OF I -Wil
SEE NOTE: 4—
EIND 'SECTION FOR tliP
rLaTi� 1,1NE
300 me 412111
C4MUr,ATED
2 WELD Ow
00HZEQ iPiR1i'>il<C'>r tON S
PLA
CASE I
SECTION A -A
Ct,RRU$tT6.0 STEE1-
2-FLEE E: '3N '' E:LiIOW
AL'iERWA,TE r,RQUND LIK
010 RUGArTKO $7EE6
5010 CONNECTOR
CONif KT'E COLLAR
269 C-14 N!Pa
Fi'11 =
IFOiR CASE 2 S 3, 1;EIE 3#11, 2r
04
a @AR$
75mg0")AJC
1011E34 TIE BAA—
4-1?1 1K 63.E 19AR
I"+ien IT -'am 11076 2.3"1 "M
E106ES T4 SE
AQUNCED TO
jr;5 M [34P R
;pM �i F S1'WRi
Twl
cl
OP►TIOIYAL IWTSIM
Ew 60 tiI:ETIr
r
�4yMi� l TIE Bu R:
4 BARS t5' -R
35 aq ($1 HiQ. 1. iIn
SEB "TE 1# I t d ti_ `- r � 1f r 11 1.4 ftfib"} CC 1',i' -Q'1
M'TAW L SAHIB 00 mm DET, I L '�I `
�'jto:
15
�t-'E1M Na Mftc. $a ININM 'T 110.gll0 . Ale
PLAN InIL wall 11
caffAF r mor ugim
- iAAMOL$ FlitAw
H I
1TMIL2C'C MID COVER PER
alia111t S'r.D. P LAdN G3Q
'MiO a>m dBt'I'
M*MM= tSl1AFt r IDS rm R
PTE 3ZAT LCVELRER STD, SEE 10TE 9PLAN M� t PIPE sEArfii
MCI Bth 0'-09—p i
r, E Bim$ E EMS-%
I �•. �'I' 1•LE
sAn
w
r
AMERICAN PUBULw '11tIiORKS ASSOCIATION, SCUTHERN CAUFORNIA LCHAPTER.
svl4 mRD PIAM
601D - I
-SiIEETO 4F 3
� ,'-123 ntth 4 2% W* 451,4111'•,
CHAIN LINK FENCE AND GATES
- -
ISNI) 751=0,7100 e- — $TATI D l PT. ,ALL 141t i MMSIONS
FOR 0P 51HG11fld OR ri1E� PROJ9CT ORA1MIal I"
IL P TO IMS P131Nr
mese
'40"OUA TED STEL
SAM CONI&CTOR.
SFE NOTE $__.._
J:&464flRUCj 1�EA�1 Tot
H-9IQW'T OF TOP OF I -Wil
SEE NOTE: 4—
EIND 'SECTION FOR tliP
rLaTi� 1,1NE
300 me 412111
C4MUr,ATED
2 WELD Ow
00HZEQ iPiR1i'>il<C'>r tON S
PLA
CASE I
SECTION A -A
Ct,RRU$tT6.0 STEE1-
2-FLEE E: '3N '' E:LiIOW
AL'iERWA,TE r,RQUND LIK
010 RUGArTKO $7EE6
5010 CONNECTOR
CONif KT'E COLLAR
269 C-14 N!Pa
Fi'11 =
IFOiR CASE 2 S 3, 1;EIE 3#11, 2r
04
a @AR$
75mg0")AJC
1011E34 TIE BAA—
4-1?1 1K 63.E 19AR
I"+ien IT -'am 11076 2.3"1 "M
E106ES T4 SE
AQUNCED TO
jr;5 M [34P R
;pM �i F S1'WRi
Twl
cl
OP►TIOIYAL IWTSIM
Ew 60 tiI:ETIr
r
�4yMi� l TIE Bu R:
4 BARS t5' -R
35 aq ($1 HiQ. 1. iIn
SEB "TE 1# I t d ti_ `- r � 1f r 11 1.4 ftfib"} CC 1',i' -Q'1
M'TAW L SAHIB 00 mm DET, I L '�I `
�'jto:
15
�t-'E1M Na Mftc. $a ININM 'T 110.gll0 . Ale
PLAN InIL wall 11
caffAF r mor ugim
- iAAMOL$ FlitAw
H I
1TMIL2C'C MID COVER PER
alia111t S'r.D. P LAdN G3Q
'MiO a>m dBt'I'
M*MM= tSl1AFt r IDS rm R
PTE 3ZAT LCVELRER STD, SEE 10TE 9PLAN M� t PIPE sEArfii
MCI Bth 0'-09—p i
r, E Bim$ E EMS-%
I �•. �'I' 1•LE
sAn
w
r
PER #FSO.
e—"* IMT GRADE
FLAN 324--+
� ,'-123 ntth 4 2% W* 451,4111'•,
aTps
WH✓!•r SEAT
`
awif 121:1%
Ibt'}y 1
Is A ,
TIE BAR
_ _ - -SEE T 41.E
4i
a ew s<
I:D111--''+
i. r -`
�''{-
J $AR9
PDO n0w P
ROUND CODES
r
46.0 nn■ (14'1 FOR
PAMI:a F
'-4 .7t'-41)
TO 73 mth 13•I 1s
;
SPRING LINE
1�:
� L,I $IIlIR7i
151124P 0 450
arli Oe BOTH
"` t�61ri1A1✓wM
� � P�1lAT$,
W09 `40 BE USED
�
, Q
APIPLIES AT
SEE NOTE 4
WHEN De 131500+ �
'
"I$ imr
[Goal OR 0
SECTION B-`$
SECTi ON A -A
-.
Cti1oCUTrE x0as
PER #FSO.
e—"* IMT GRADE
FLAN 324--+
� ,'-123 ntth 4 2% W* 451,4111'•,
'y
WH✓!•r SEAT
`
awif 121:1%
Ibt'}y 1
r H BARS
$m
PAY FJ)
_ _ - -SEE T 41.E
STRWTS■
- VAiR IJY6LE
_
M 9All
ASO set ($+#-- � �
kE BAiiB
46.0 nn■ (14'1 FOR
PAMI:a F
ll:w+3 " 641
E 711E BARS
$'n1"1RA. 1
650 np (21-21% f Olt It
5STA
I�IP'�I•Y'N IEETS -1
1�:
� L,I $IIlIR7i
-�
aO
mm
� R
�w
■� ECT I ON C—C
LA.
C9111TRUCT SEiRMII PO
HEIGHT OF TOP OF fli!
EiIO SECTION FDR 055
FLOW LIME
300 mvn 118111t
SEE N*W 91
CORRUGATED S TiEMI,
IUDCON14NEC`fOA.
morE 6
CON$TAUCT OE'AM to
WEIGHT -OF TOP OF l;NLE'T—
END SECTION FO1t CIP
It,—O It LIHE
,
9
300 am
P7. a
SLWIE = 41L
TOP -RCP 4R'
TOP' LA13 OF Fi R.
CONCRETE COLLAR
3 To. ALAN no
c�
IRE w
OR Rep �o
m
STRAIGHT CRADE TO tNLItr
CA
SECTIO A-- ARSm. a
DRAlAqg4ag
A S -E 3
SECTION = SIH, j)
CORRUGAT arEEJ.
2-PIECC O ELiBOW
ALTIERNA E ORCUM :l.IWE
URN OR CUT PIPE 14 SUIRFAtt
P CONCRETE. SEE ROTE 7
AMERICAN PUBLIC 'WORKS ASSIDWArCIN - SOUTHERN L; ALIFfDRNtJllr. K1MAE1'1"ER sT�wlrA>� �u+H
p R FLARED INLET 351ft-1
i OF a
TABLE OF VALUES F i1 � I a•
7i'EGTtitihl N T
MAK.
84 ►wes d` 1 43'-64)
CTar -A-0 I nw IfE.' AIRF ilk f I
NOTE
I. ANGLE A MAY GE Ai+IY ANNE AS RE UIRED.
2. EL"ATI GN OF POINT A 544OWN ON PROJECT DR,Il W414G1S.
3, POINT II T B SHAL1L. BE PLACED 3010 mm 02") BE=LOW THE FLOW LINE OF
EX I STCNC O I TCH UNLESS O THERWI'SE SP EAG i FfI€m ON PROJECT
DRAWINGS. .SLOPE SMALL BE SET IN FIELD 13Y THE ENGINEER.
4. THE HEIGHT OF THE R IISER FOR CASE 1 6 3 SHALL YAi Y AS
DETER8 NED BY T'IHE EL,EWAlTION OF POINTS A 131 Sa OR BY TIDE TOP
OF STORM DRAIN CONDUJT AND ELEVAT, 1014 OF P010T S.
3, CE1•E1'f1,'1.IGATE0 STEEL SAND CON NEC10R 13 NOT RE:Qf,tll;i'E'D FOR INLET
S I ZEB 600 i>isrt (241 DIAMETER OR LESS.
B. pili ALL CASES. CONNECTION TO Tll'IIE STORM EMR tN GONDU t T 3ftAL.LY
BE IN ACCORDANCE -WITH TiE APP ACABL€. ,AIA RCIT I " SIRU,CTURE,
IRANSiTION STRUCTURE, OR MANHOLE.
7. A€ I, CSP AND •Ft TTI NO'S SHALL BE 9A,LVANI Z0.
B. PiJR-CH HOLES IN GS P AND 'W'ELD 20 11im (3/41 GALY,ANO ZED WS
HOR I Z 011TAL.LY IN PLACE ACROSS OFENIN0.
9. COAT WEL+�DEIlr•�� CU -r AND ABRADED
SURFACES AS SPiEICI FEESD IN UB-
'SEICTIOR �%I '�•s►r4 ter THE 333 WC,
1 D, INLET SH AM. iNOT BE USEID 3N WATER, COURSES SUBJECT TO DEBRIS
FLOWS. A ISTR;ICTURIE HAVING A PROTECTION BARRIER SHOULD BK
ki-SE9-
[I, END SECTION MAY BE ARMI:O STANDARD EMIT SECTION, BIETHLEHIEM
STEEL CO. FLARED END SECTION FON OSP, OR AN AGENCY APPIR-OVEi D
EOE AL,
12. 0111AENS i ONS SHOWN ON TW i S PLAN FOR METRIC ANIS EN43L I SH UNITS
E NOT EXACT E 1FJ4L VALUES. IF METR f C VALUES ARE USE
I). AL I,
VALUES 4JSED FOR CONSTRUCTION SMALL St METR E C ff A .UES, IF
ENISLESH UNITS ,ARE USED, ALL 0LUES USED FOR CONSTRUCTION
SHALL i3E ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION ION a SOUTHERN CALIFORNIA CHA.PTM smuffin" H
CSP FLAB ED INLET 351-1
WEET 10F I