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-,-MANHOLE FRAME CPAICMETE RIMMS
MW C C.) �,'E R -T R PKR 1101 PLAN 324
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OPTIONAL 0 D
_E, '111-1- TE
EIDGE, OF CONCRE
--EDGES TO BE
6 BARS El
75
7!'�
fOM101 TIE BAR R -ID OF SPUR
4-20M(lpfit� E SARs At ct tc
975 mm CV�31 LONIC X
4-15M04) Ii
SEE: NOTE 2
.—i—lohmoN bt BAR BARS 900 mm
b 9ARS LONZ
1 L2 M
75 Ism (31 Ov v
SEE NOTE 4 BARS L4
f4ll'-Bl LONO 75 mmI131 OC
CON'T.AUD'L. BAR$ MQ WO DETA I L "N*
F cy (fi*) OC TO INSIDE EDGE
OF MANHOLE, SEE NOTE 2 (R I NGS AND COVER NOT SHOWN)
PLAtN
LSHAFT NOT S11111"I
MANHOLE, FRAME
STREET' AND COVER -PER
GRADE STO, PLAN 630
...... ...... T
610 n" (241
MANHIGLE SRAMT mm �g 50 mfA
1 nPIP&SE T LEVEL�
POR VrOl. tva.)
PLAN 3z4--- PIPE SEAT :2 SEZ NOTE 8
900 mm E BARS
__2
if -TIE BAR$
TEPS TO W 1
Tm BAR 0 BARS -
125 mmm 15�j --- --- J BARS, IT ba P
Whom
ROUND EDGES '112'-41
TO 75 an 131 R SPRING LJNE� ---- - --------
ISMA41 6 450 Wh
081 OC BOTH GRAUE PO;m=
'WAYS TO BE USED APPLICS AT SEEN TE A.
W14EN D2 :IS THIS PDMT
mol OR = SECTION B -7B
SE(IT1014 W -AA
CONCRETE R I NGS:
PER STD� --STREET GRADE
/ I-, ", x 25 mm INW)
PLAN 324 ------------- to I
RING SEAT
ONUT THIS 1!-----,-H BARS
STEP IN
PAWO SEE TABL.
STREETS E,IAM ABLE
77fa
4 8 AR S
E OARS
mo mm iss--1
6 9OM(#-3 OR *4)
400 mm 061 FOR
PAYED STREETS, F I F TIE BAR$
650 mm FOR
UNPAVED STfMETS-2 J BARS
ROUND
EDOES
as
SECTION C -C
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
r.* STANOARD PLAN
"Kas ISMICIA, MANHOLE PIPE TO PIPE. MAIN LINE mETR9c
GRIMNIU),or MWIVU 320-1
19W ID=900 mm (36"YOR LARGER
�!C WORKS CONS TRlUcnoN SHEET I or 4
---- - - -----------------------------
TAB OF VALUES FOR F
(k 1/2*1
�115�mmy 051 195 rmm (7 3/41)
2109 -mm (9'1 -
jL4'j
9 was
11m
ZSO mm
2109_!nn_LA_4_�J_LA_29_— V2 1/2*1
3% mm 03 US)
_z4q!Q mm ISIS*)
-9550 _mmoor) -i-9-1 folm U5 1/21)
112700 mm 4108*1 405r tj�M fifil)
2850 mm (144') 420 mm (.6 1/?')
MATT,
"IMP In tL9
1" 4
—WAKE! Of VAIN
y Sup ht'IMMEAL
PAVED STREET UNPAVED S:TRE
—7 ------- 1
867
_ 4 _ I _ 0
AIWERICAO� UaEjCrr� �0 8 S ATION -SOUTHERN CALIFORNIA STANDARD PLW
MANHOLERIPETO �PIPE MAKLINE 320-1
ID=900 0601136") OR,"RGER KEET 2 OF 4
TOLL FREE "W�_ 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DATE I ENGR. CITY DATE
Filename: M:\DWG\15902\STREErS\fINAL-PHASE\St-5.DWG
1�� WHEN DEPTH V FROM STREET GRADE TO THE TOP OF ThE 001 15 LE�S,s
THAN 867 mm Q�-I(13 1/2-) FOR PAVED STREET$ ORz t0f6O FOR
UN'AVEDrrr$rrTREETS4_ CONSTRUCT SHAFT PER SECTION C -C. AND DETAIL -W.
jEpTHr rM M E_ r
I!ISkI �WH
MAY BE REEWCED TO AN ABSOLUTE LiAll r 50 m
LAR(IER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1.060 mm
do
Z� 0 NN SECTION AIA AND B-81 SHALL NOT BE LESS THAN t�z m 14,r___D".
VALU E OF M SHALL NOT
P�U*T MAY .D PROVIDED THAT THi:
BE LESS TH AN r THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
5rE USED, FOR H, � IN 5ECTI ON C -C) SEE NOTC k
24 1, SAALL BE: L2 m (4'--,Q*) UNLESS oTHERWISE SHOWN, L MAY BE IN-
CREASED 00 WCAT'O' rrF MANWE SHFTED TO MEET PIPE ENDS. BUT ANY
(;H�ANQrt rf:N LCCAT 'rPON CIF THE SOUR MUST BE APPROVED 08� THE! ENGTNEER
4. T SHALL OFJOWIrm ASWFOR VALUE' 0" H UP TO AND INCLUDINQ, 2.4
ANDr?5O nun (10,) FOR VALUES OF " OVER 2.4 rm �,W-O-L
W SONONVOF MANrHro�LF$ :SMO'V'VN ON PRC'J,JECT DRAW�NGS APPLY AT
CENTER LINE -OF SHAFT, ELEVATIONS ARE SliOWN AT CEITE, LINE OF
SHAFT. AND REFER TO THE,,:PPOLONGED INVERT GRADE LINES. SEE NOTE 3,
6� REINFORCEIVENT SHALL CONFORM TO A57NI A 60hk SRAOE 3000STM A 615,
,,r,,,. [t r�
GRADE 403, AND 55HALL TIERMiNATE-40- n !"2,) CLEAR OF CONCRETE SUR-
F'ACES UNLESS OTHERWISE SHOWN.
7. PLOOR Ov' MANHOLE SHALL BE STEEt- TRQWELED TO SPFUNG LINE,
& BODY OF MANHOIX SHALL 07 POURf:D IN ONE COATINUOUS or-ERATIoN
E.XCEPT THAT A CONSTRUCTION jOtNT WITH A LON�GVTUDINAL KEYWAY
MAY EE PLACED AT SPRING LANE,
gr , THiCANESS OF YHE DECK SHALL VARY WHEN NECESSARY T'o PROVIDE
A LEVEL SEAT BUT SHALL. N07 BE LESS THAN 200 mm (8-)..
W� STEPS SHALL IGOVORIM T' STANDARD PLAN 6-65 CR 636. UNLESS OTHERWISErr
5r
SHOWN. STEPS SMALL BE UNIFORMLY SPACED 3510 mrm (Kl: TO �37 mm '1 5 CC
*THE LOINEST STEP SHALL NOT IBEr iMORE THAN 6or Q gTim (2-4*); ABOVE THE LEDGE
ATF THL SILPF�., QF THE MANH.OLE,
.......... ......
ANIERICAN PUBLIC WORKS AS CIATION-SOUTHERINCALIFORNIACH PTEFt 1 1 STANO RD PLAU
( I ___ mmic
MANHOLE PI,PETO.��PIPE, OFR BOTH MAIN LINE 1 321'-,l
S
[D'S 826rnm f33 I!) OR SMALLEN21 14 E C; 2- 0 t 2-1
SHOULD C0NSTR(XTM OF REQEHRED
DEPROVEXENTS NOT COMMENCE WITHN
TWO YEARS OF THE DATE OF APPROVAL
SlmOlWN IMSEDW AND CARREED FORTH IN A
BILKNEN17 JKLAPNONCEER, THE CITY ENGINEER MAY
RENQUMEME REVISIONS TO THE PLANS TO
RRM THEM WFO CONFORMANCE WrM
CON017WNS AND STANDARDS IN EFFECT
TLEcc,vLP rXL0,-%r-& tv-3 (y- qr?Tof I
NOTES
1, WHEN OrPT)4* FROM! STREET CRADE TO THE TOR OF TNE.:80x IS LESS
THAN -867 mm (2'-10 1/2'1 FOR PAYED STREETS OR 9060 mm (3'-6*) FOR UN-
PAVIED ITRIEETZ CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL = SHAFTFOR ANY: DEPTH OF MANHOLE MAY SE CONSTRUCTED
PER SECTION C -C, WHEN DIAMETER Of IS 1200 mm (481) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
Z CENTER OF MANHOLE SHAFT"SHILL, BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER Dj IS 1200 mm (48'1 OR LESS, IN WHtCH CASE�
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 4V WITH CENTER LINE
AND OMIT J BAR$,
3, L AND P SHALL HAVE THE FOLLOWING VALUES� UNLESS OHERWISE SHOWN
ON THE. PROJECT. DRAWINGS;
An D10400 mrn (961 OR LESS, L=L7 m PtI30 rnm (51)
9. De OVER 2400 mai (96% 01.8 �m W-01). Pz210, mm (841
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET P:fPE
ENDS� WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (61 OC,
4� STATIONS� OF MANHOLES QQWN ON PROJECT DRAWIll(GSAPPLY AT CENTER
LINE OF' SHAFT,. ELEVATIONS ARE SHOWN AT CENT r ER LINE OF SHAFr, AND
REFER. TO THE PROLONGED OVERT GRADE UNES.
5c REANFORCEMENT�SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
4RADE 40L AND SMALL TERMYNATE TO mm B 1/2) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE dWOWN.
t� FLOOR Ok MANHOW SHALL BE STEEL TROOCLED TO SPRING 1ANE,
7. BODY Of MANHOW SMALL SEPOURIED IN CONE CONTINUOUS OPERAT'JON
EXCEPT THAT A CONSTRUCTIO'N 10INT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE,
8� THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT' BUT SHALL NOT BE LESS THAN THE 'TABULAR VALUES FOR F
SHOWN ON TABLE SH, Z,
9- D BARS SHALL BE 15190) FOR D21975 44(39') OR LESS, f5M(o5) FOR
DL� -jO50 nim (42') TO 210.0 mm f84') INCLUSIVE AND 2OM(406) FOR
Dz=2250 mnn 001 OR OVER.
10� CENTER LINE OF 1114LET PIPE- SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LiNE UNLESS OTHERWISE SHOWN,
0. STEPS SHALL CONFORM TO STANDARD PLAN 63501? 636. UNLESS OTHEROMSE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04n TO 375 mm 059 0C.
THE LOACST STEP SHALL NOT BE MORE THAN 600 mm (24*) ABOVE THE INVERT-
12� THE FOLLOWING CRITERjA SHALL BE US -ED FOR T141S MANHOLF-�
A. MAIN LINE z 900 mrn 136') INSIDE DIAMETER: OR LAR4R. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mrr (36') TO 1050 mm (42*)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED-
: ------ �46il!CAIN PUBLIC WORKS ASSOCIA,TION - SOUTTHERN CALIFORNIA CkAPiii4 __ -STANUAROPLAN
mr-MIC
MANHOLE PIPE TO PIPE, MAIN LINE 320-1
IE>900 mm R LARGER
It. THE FOLLOWING CRITER[A SHALL BE USED FOR THIS MANHOLE�
A,- MAlN LINE = 825 mm 1331 INSWIE OMMETER OR I....E-SS_(EXCEP'TICN -
IF THE MAIN LINE RCP DOWNSTREAM OF THE, MANHOLE IS 900 mm G56*j
TO 1050 mm (4?*) [,NS,lE)E 01AMETER AND THE MAIN ONE RCP UPSTREAM IS
825 mm 133*) OR' LESS,) STANDARD PLAN 3?0 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE TKE, MAtN LINE CONIDUIT IISS LESS THAN 900 mm -
1360 IN DIAMETER.
8� SEE SE'CMON A - A� THE MAXIMUM SlZE LATERAL. :THAT MAY BE
CONNECTED TO THIS MANH,0LEIS SUCH: THAT THE OfSTANICE FROM THE
OUTSIDE (,TOP) OfF r:HE LATERAL TO THE BOTTOM OF THE 200 mm (13")
THICK TOP OFF THE MANHOLE CHAIMlafll. MEASURED VERTICALLY FROM
THE EP40 OF THEACIT. :SHALLL BE A MINIVIUM OF ISO mrr W),-
Cv it THE SIZF OF THE-LATEAAL it SUCH THAT THE ABOVE-5PECIFfED
MINIMUM DISTANCIES-CANNOT: BE MAINTAINED, TH;EN.0NE OF THE
FOLLOW00' ALTERNATE SOLUTIONS. MUST BE USEID�
L PROVtDE A:SPEe_*I4L STRUCTUW�
ZI, PROVIDE TWO S-T4NDAR0 STRIUCTIURES,_CONSISTING OF THIS
&WHOLE PLACED UPSTREAM OR DOANSTREAM FROM THE-:. APP`L.ICA$LC
JUNCTION STRUCTUREDR: TRANSITION STRUQTURE.
12� MANIHOLE: FRAME AND COVER SHALL CON17ORM To STANDARPpLM4 63
UNLESS OTHERWISE SHOWN.
13, IMANHOLC SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISEZHOWN.
14. WHERE A MANIHOLF SHAFT - 900 mm (:36�1 wrrHOUT RFOUCFR IS
SPECAFIED REFER 'ro STANDARD PLAN 336�
15. WHERE A PRESSURE MANHOLE SKAFT - WITH ECCENTRIC REOLICER is
. . SPEMIED REFER TO `.-�TANIDARD PLAN 32B,�
16, WHERE A PRESSURE MANHOLE SHAFT - 9f4 Mm (36*; WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329,
17, DIMENSIONS SHOWN ON THIS PLAN F'OR:UE.TRIC AND ENGI.ASH UNITS ARE
NOT"EXACT EQUAL VALUES. IF METRIC _'�ALUE�*,,..ARE UISED, ALL VALUES
T REINFORCING
;,,ISFD FOR CONSTRUCTION SHALL BE METR:IC VALUES, LXC,',LP
1BAR-SIZES IN ENGLISH UNITS: MAY BIE: suBsTrTUTED FOR METRIC BAR S�ZES_
tF ENGLISH UNITS ARE USED, ALL VALUES IUM F0Fr CONSTRUCTION ;SHALL Be
ENGLISH UINITS,
THIE FOLLOWING 15,7ANDARD PLANS ARE INCORPORATED HEREIN,
324 MANHOLC SHAFT - WITH ECCENTRjC:ftEDUC:E� R
329 MANHOLE SHAFT - -900:mm (36*1 WITHOUT RIF,.DVCFR
3213 PRESSURE MANHOLE SHAPT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT -.914 mmJ3151 WITHOUT REDUCER
630 610 mm tZ4') MANHOILE,P-RAME AND COVER,
1535 914 mm C.!*') MANHOLE FRAMEAND COVER
035 STEEL STEP
636 POLYPROPYE-rXE PLASTIC STEP
PREPARED FOR.
WDLI1113 HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Ck 91730
(909) 477-6715
IREEANRCAMMLAAARUK
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
1365.01
ELMMOM '4610
B� THE OUTSIDE DIAMETIOR OF THE LATERAL MOST BE LESS THAN OR
EQUAL 'TO 1/2 THE INSIDE DIAMETER OF THE MAIN LJNE� IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE: MANHOLE ARE NOT
THE SAMQ THE GOVCRIONG INSIDC OIAMCTER: OF: T I- IWAIN 4INe
SMALL BE CON'SIDERED TO BE THAT WHERE T14E EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL.TO
THE MANHOLE BE GREATER THAN 7.50 rnm (309.
13. MANHOLE� FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERTASE SHOWN.
14� MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
15, WHERE A MANHOLESHAFT -900 mmi (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSUREIMANNOLE. SHAFT - WITH ECCENTRIC REDUCER IS
SPE04ED REFER TO STANDARD PLAN 328,
[7, WHERE A PRESSURE MANHOLE SHAFT -:914 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329�
18, DgMENSIQNS:�$�40WN ON T41,5 PLAN FORMETWC AND ENQLISH UNITS ARE NOT
EXACT EOUAL VALIUES� IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, CXCEPTIREINFORCING BAR
Si'ZES IN ENGLISH UNIT$ MAY BE SU8STITUTQFOR METRIC BAR SIZES,
IF ENGLISH UNITS ARE USED, ALI VALUES LUSED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS,
THE POKOWINA STANDARD PLANS ARE INCORPORATED HEREIN -
324 MAN140LE SHAFT - WITH ECCENTRIC REDUCER
3:26 MANHOLE SHAFT - 900 mm (361 ANTHOUT REDUCER
328 PRESSURE MANHOLE ZHAFT - WITH.ECCENTRIC
:329 PRESSURE NMNHOLE SHAFT 914 mm (36�) WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
b 3,� 9I-1 mm (36') MANHOLE FRAME: AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
rh t;.g
U
0 14
a
0
4s
83 06
2 5 mm Q') � T Y PA
1) 7 L T
17 100 men 0'�
mm
mm, ar) I'so rft, [6-
450 m U8'1 175 mm ITI
900 sm 1361 4 50 mm (18-7)"
I6�6_m m 07) 450 mm It ' 225 ym (P)
IZOO P 450 mm (164i 250 mn 0001
1425 MMA51) 450 emm VVI 250 nmi 00*1
lm , I , 275 mm, flfl
525 ow ON 075 mv ml
vv�� (72!1) 600 mm 1`2411-00 mm 021
cul ......
N 0. 2 CUT NQ
A
%
—CUT
NO
L I N
0 mm
UT NC
�D E`T` A I L
EQUAL, tNTzEPIOR FORM
CUT NO, I, SAIN, THE TUBE AT AN ANOLF OF A/Z wpTf- THE TRANS, -
,VERSE ALANE. REVERSI! ONE SECTION AND TAPE BOTH SECIIONS
TOGETHER FORIIHNG THE DEFLECTAON ANGLE A,
CUt NT I SAW jr, TU'�E: REVOVIW� A S'UIjP
4jj,j �(Da�Wf v0tt,�E ON IME SWE OPMS! TZ THE OPEN jOINT:
8 _ �.In
, THE ENDS OF THE CUT TOGETHER AND MSERT THE
TUBE IN THQPWE�
OR SURFACE
OF POE
DE T A i L
TjfjAL2tMT
T-INFORCED CONCRETE PIPE
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
NOTES
K A CONCRETE CALAN it WUMED: WHERE, THE CHAN�,-,E IN' (-,,RAD�__
EXCEEDS W PERCENT,
2. FOR CURVE jOINTS !SEE DETAIL W SMEET I)
IF THE EXTREME ENDS OF THE PlPf� LEAVE A CLEAR SPACE
-HAT IS G�`;EATER THAN 25 mrm BU-j� fS LESS THAN 75 mmfG'j
A CONCRETE COVER Q REOUIRED IN ACCORDANCE WITH SUBSEMIN
306-1 2-4 THE SSPWi-_`,_
IF THE EXTREME ENDS OFTHE PIPE l_E-4vr A CLEAR SPACE
THXT W EOUAL TO OR BREATER THAN 75 mr.-i 'Y", BUT LESS THA1,4
lt�'O �T�! 16"), A CONCRETE COLLAR 1-5, REQUIRED- FF THE C,;,-E4R
SPACE IS 150 MM f6l OR GREATEP, A TRANSiTION STRUCTURE
Q REQUIRED.
CONCRETE COLLAR SHALZ NOT SE USED FOR A SIZE CHANIE ON
THE MAIN LINE,
T CONNECTOR PIPES,
k WHERE PIPES ()F DWIWREUTQIANIE�TERS ARE- J101:Nc, WITH A
CONCRETE COLLAR. 1, AND T SHALL BE THOSE OF THE LARG0
PIPIR D=Di OR 0;�, WHICHEVER IS, GREATER.
B. WHEN Dt IS EQUAL TO GR LESS THAN Q�, jojr,4 1prvERTS AN[)
WHEN Di IS GREATER THAN Q jOIN SOFFITS,
1 FOR QPE LARGER THAN 1800 rnm (72") SRF -t.41, COLLAR DETAILS
ARE RQUIRET
G. FOR PIPE SIZE NOT !,J�'STFD iUSE NEXT SIZE LARGER�
A RE41017ORCEMENT SHALL CONFORM T() ASTM A 615 M (4 615) GRACE
300(40),
:8 Wlir�RE R:.- ;,lNF6RCJNG AS RECAHRED THE DIAMETER OF THE CIRCUL4fR
TIES SHALL BE D+C2X OVALL. THICKNESTA + 0
-r AW TER
REfNFO C, Nj SHALL BE USED wiicf�r_ THE rlp m
E , A N1 E IS
GREATER THAN 525 mm (��v) Alill), QN ALL. PIPES- WIE E THE SPACE`�'�,
BETWEEN 7HF EXTRWE OUTER ENDS 1,S 7.5 ii�m (3'. OR LARIGEF,
TRCULAR TIES: 7 : -1
PIPE DIAMETER WRCULAR
-rift, s ------ - -------
---------- -
5 mm (3 0')
A Y2
[`.500 mm 0�1 TO, f 7,'
_8�._)O
- - ----------------------------- - ------------- — -------------
WHERE THE SPACE GETWEEN J::`f-PE ENDS EXCEEDS 75 mm (sj. mdr;,-,
NUMBER OP CIRCULARTIES.SHALL BE MCREASED TO ll'A-AH',`T4,f`N AN
APPRoximATE S'OACING OF 1,50 (6'1 0,C-
10, WHERE T�-iE Pi,0,L IS 525 mrr,, f21104 -RI, LESS IN WAmf�,,7E�R 1101 INTERMr ,
FORM OF UN5EALED F20NO'HUBE OR EQUAL QALL BE USED TO
PROVITE A SM0,,)TH INTERIOR JOHIJT� 1HE PAPi`�R FORM MAY FBIE
LIFT IN PLACE (SEE DETAT,AL WHEN THE PfPE 15 600 = f241)
OR LARGER A REMOVABLY INTERIOR PGRIM"WALE BE USED OR THE
iN'TER-101"," -JI)iNT SHALL BE COMPLETELY FILLED WITH IIJORTAR AND
NEATLY POINTED,
N DWENSTNT3 SHOWN ON THIIS PLAN FOR MIETRIC A. -ND ENGLISI-i LINNTS
ARE NOT EXACT EOUAL VALUES. IF METRIIC VALUFS ARE USSED� ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUE& EXCEPT
REINFORCING 13AR SIZES IN ENGLtSH UNITS MAY Q SUSSAiTUTED FOR,
METRIC BAR SIZES, IF ENGLYSH UNITS AREUSED, AL -L VALUES USED
FOR CONS TRUCT [0�4 SHALL BE ENGLISH UNITS,
AMERWAl PUBLIC WORKS AMOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR-RCR -
30 mrn 12" :THROUGH 1800 rom 72" :380 Q
Prepamd By:
ALLARD ENGINEERING
(0 0)
Ie 9
M C>
6
ISM 16 300 rnm (�4 0 t2' 1-71
L
02 lryk;_
jai no In
tjMf OR
. if
J<4
300
1*4 0 12*)
3 -15M t*4I CIRCULAR TIES,
AEE NOTE 9
CITY OF FONTANA, -CALIFORNIA
STORM DRAIN IMPROVENE T PLANS
DRAWN BY. TMCT NO. 1"W SOTE.
MAGIWFICGR NOT TO SCALE
DEAGNE101 BY. DETAK SHUT DATE-
JRR SE77EMBEI 2002
CHECKED 4 4PP 0 B DRAWING NO 5
DSH
4 CffY ENGINEER R.C.E 5-1 T52 31W 6
RDA I INNEEMYSSIM00 DESCEPIXIN
f c"
vh, spy".0; ` -1%� I L P, 1�4
In, C) E
22�z
B
I Hc S A 4f
I= 4A N
SZE NAM
-,-MANHOLE FRAME CPAICMETE RIMMS
MW C C.) �,'E R -T R PKR 1101 PLAN 324
Sol 1"N 6110 _5
OWY TMQ SIEP
............. L , - i
IN R ING
S E4 T
-:4 p4l.1 j_, L I,
v =074' 225 --- - ------
Imp s rm 446 *A 0640"k
Qa 'q'�E 2 T �1,
p, IN PAAFT!D & 2"
A
65 0 j
S rREE TZ V
PAWO
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44
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SECT11004 El — Q131
OPTIONAL 0 D
_E, '111-1- TE
EIDGE, OF CONCRE
--EDGES TO BE
6 BARS El
75
7!'�
fOM101 TIE BAR R -ID OF SPUR
4-20M(lpfit� E SARs At ct tc
975 mm CV�31 LONIC X
4-15M04) Ii
SEE: NOTE 2
.—i—lohmoN bt BAR BARS 900 mm
b 9ARS LONZ
1 L2 M
75 Ism (31 Ov v
SEE NOTE 4 BARS L4
f4ll'-Bl LONO 75 mmI131 OC
CON'T.AUD'L. BAR$ MQ WO DETA I L "N*
F cy (fi*) OC TO INSIDE EDGE
OF MANHOLE, SEE NOTE 2 (R I NGS AND COVER NOT SHOWN)
PLAtN
LSHAFT NOT S11111"I
MANHOLE, FRAME
STREET' AND COVER -PER
GRADE STO, PLAN 630
...... ...... T
610 n" (241
MANHIGLE SRAMT mm �g 50 mfA
1 nPIP&SE T LEVEL�
POR VrOl. tva.)
PLAN 3z4--- PIPE SEAT :2 SEZ NOTE 8
900 mm E BARS
__2
if -TIE BAR$
TEPS TO W 1
Tm BAR 0 BARS -
125 mmm 15�j --- --- J BARS, IT ba P
Whom
ROUND EDGES '112'-41
TO 75 an 131 R SPRING LJNE� ---- - --------
ISMA41 6 450 Wh
081 OC BOTH GRAUE PO;m=
'WAYS TO BE USED APPLICS AT SEEN TE A.
W14EN D2 :IS THIS PDMT
mol OR = SECTION B -7B
SE(IT1014 W -AA
CONCRETE R I NGS:
PER STD� --STREET GRADE
/ I-, ", x 25 mm INW)
PLAN 324 ------------- to I
RING SEAT
ONUT THIS 1!-----,-H BARS
STEP IN
PAWO SEE TABL.
STREETS E,IAM ABLE
77fa
4 8 AR S
E OARS
mo mm iss--1
6 9OM(#-3 OR *4)
400 mm 061 FOR
PAYED STREETS, F I F TIE BAR$
650 mm FOR
UNPAVED STfMETS-2 J BARS
ROUND
EDOES
as
SECTION C -C
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
r.* STANOARD PLAN
"Kas ISMICIA, MANHOLE PIPE TO PIPE. MAIN LINE mETR9c
GRIMNIU),or MWIVU 320-1
19W ID=900 mm (36"YOR LARGER
�!C WORKS CONS TRlUcnoN SHEET I or 4
---- - - -----------------------------
TAB OF VALUES FOR F
(k 1/2*1
�115�mmy 051 195 rmm (7 3/41)
2109 -mm (9'1 -
jL4'j
9 was
11m
ZSO mm
2109_!nn_LA_4_�J_LA_29_— V2 1/2*1
3% mm 03 US)
_z4q!Q mm ISIS*)
-9550 _mmoor) -i-9-1 folm U5 1/21)
112700 mm 4108*1 405r tj�M fifil)
2850 mm (144') 420 mm (.6 1/?')
MATT,
"IMP In tL9
1" 4
—WAKE! Of VAIN
y Sup ht'IMMEAL
PAVED STREET UNPAVED S:TRE
—7 ------- 1
867
_ 4 _ I _ 0
AIWERICAO� UaEjCrr� �0 8 S ATION -SOUTHERN CALIFORNIA STANDARD PLW
MANHOLERIPETO �PIPE MAKLINE 320-1
ID=900 0601136") OR,"RGER KEET 2 OF 4
TOLL FREE "W�_ 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DATE I ENGR. CITY DATE
Filename: M:\DWG\15902\STREErS\fINAL-PHASE\St-5.DWG
1�� WHEN DEPTH V FROM STREET GRADE TO THE TOP OF ThE 001 15 LE�S,s
THAN 867 mm Q�-I(13 1/2-) FOR PAVED STREET$ ORz t0f6O FOR
UN'AVEDrrr$rrTREETS4_ CONSTRUCT SHAFT PER SECTION C -C. AND DETAIL -W.
jEpTHr rM M E_ r
I!ISkI �WH
MAY BE REEWCED TO AN ABSOLUTE LiAll r 50 m
LAR(IER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1.060 mm
do
Z� 0 NN SECTION AIA AND B-81 SHALL NOT BE LESS THAN t�z m 14,r___D".
VALU E OF M SHALL NOT
P�U*T MAY .D PROVIDED THAT THi:
BE LESS TH AN r THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
5rE USED, FOR H, � IN 5ECTI ON C -C) SEE NOTC k
24 1, SAALL BE: L2 m (4'--,Q*) UNLESS oTHERWISE SHOWN, L MAY BE IN-
CREASED 00 WCAT'O' rrF MANWE SHFTED TO MEET PIPE ENDS. BUT ANY
(;H�ANQrt rf:N LCCAT 'rPON CIF THE SOUR MUST BE APPROVED 08� THE! ENGTNEER
4. T SHALL OFJOWIrm ASWFOR VALUE' 0" H UP TO AND INCLUDINQ, 2.4
ANDr?5O nun (10,) FOR VALUES OF " OVER 2.4 rm �,W-O-L
W SONONVOF MANrHro�LF$ :SMO'V'VN ON PRC'J,JECT DRAW�NGS APPLY AT
CENTER LINE -OF SHAFT, ELEVATIONS ARE SliOWN AT CEITE, LINE OF
SHAFT. AND REFER TO THE,,:PPOLONGED INVERT GRADE LINES. SEE NOTE 3,
6� REINFORCEIVENT SHALL CONFORM TO A57NI A 60hk SRAOE 3000STM A 615,
,,r,,,. [t r�
GRADE 403, AND 55HALL TIERMiNATE-40- n !"2,) CLEAR OF CONCRETE SUR-
F'ACES UNLESS OTHERWISE SHOWN.
7. PLOOR Ov' MANHOLE SHALL BE STEEt- TRQWELED TO SPFUNG LINE,
& BODY OF MANHOIX SHALL 07 POURf:D IN ONE COATINUOUS or-ERATIoN
E.XCEPT THAT A CONSTRUCTION jOtNT WITH A LON�GVTUDINAL KEYWAY
MAY EE PLACED AT SPRING LANE,
gr , THiCANESS OF YHE DECK SHALL VARY WHEN NECESSARY T'o PROVIDE
A LEVEL SEAT BUT SHALL. N07 BE LESS THAN 200 mm (8-)..
W� STEPS SHALL IGOVORIM T' STANDARD PLAN 6-65 CR 636. UNLESS OTHERWISErr
5r
SHOWN. STEPS SMALL BE UNIFORMLY SPACED 3510 mrm (Kl: TO �37 mm '1 5 CC
*THE LOINEST STEP SHALL NOT IBEr iMORE THAN 6or Q gTim (2-4*); ABOVE THE LEDGE
ATF THL SILPF�., QF THE MANH.OLE,
.......... ......
ANIERICAN PUBLIC WORKS AS CIATION-SOUTHERINCALIFORNIACH PTEFt 1 1 STANO RD PLAU
( I ___ mmic
MANHOLE PI,PETO.��PIPE, OFR BOTH MAIN LINE 1 321'-,l
S
[D'S 826rnm f33 I!) OR SMALLEN21 14 E C; 2- 0 t 2-1
SHOULD C0NSTR(XTM OF REQEHRED
DEPROVEXENTS NOT COMMENCE WITHN
TWO YEARS OF THE DATE OF APPROVAL
SlmOlWN IMSEDW AND CARREED FORTH IN A
BILKNEN17 JKLAPNONCEER, THE CITY ENGINEER MAY
RENQUMEME REVISIONS TO THE PLANS TO
RRM THEM WFO CONFORMANCE WrM
CON017WNS AND STANDARDS IN EFFECT
TLEcc,vLP rXL0,-%r-& tv-3 (y- qr?Tof I
NOTES
1, WHEN OrPT)4* FROM! STREET CRADE TO THE TOR OF TNE.:80x IS LESS
THAN -867 mm (2'-10 1/2'1 FOR PAYED STREETS OR 9060 mm (3'-6*) FOR UN-
PAVIED ITRIEETZ CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL = SHAFTFOR ANY: DEPTH OF MANHOLE MAY SE CONSTRUCTED
PER SECTION C -C, WHEN DIAMETER Of IS 1200 mm (481) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
Z CENTER OF MANHOLE SHAFT"SHILL, BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER Dj IS 1200 mm (48'1 OR LESS, IN WHtCH CASE�
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 4V WITH CENTER LINE
AND OMIT J BAR$,
3, L AND P SHALL HAVE THE FOLLOWING VALUES� UNLESS OHERWISE SHOWN
ON THE. PROJECT. DRAWINGS;
An D10400 mrn (961 OR LESS, L=L7 m PtI30 rnm (51)
9. De OVER 2400 mai (96% 01.8 �m W-01). Pz210, mm (841
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET P:fPE
ENDS� WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (61 OC,
4� STATIONS� OF MANHOLES QQWN ON PROJECT DRAWIll(GSAPPLY AT CENTER
LINE OF' SHAFT,. ELEVATIONS ARE SHOWN AT CENT r ER LINE OF SHAFr, AND
REFER. TO THE PROLONGED OVERT GRADE UNES.
5c REANFORCEMENT�SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
4RADE 40L AND SMALL TERMYNATE TO mm B 1/2) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE dWOWN.
t� FLOOR Ok MANHOW SHALL BE STEEL TROOCLED TO SPRING 1ANE,
7. BODY Of MANHOW SMALL SEPOURIED IN CONE CONTINUOUS OPERAT'JON
EXCEPT THAT A CONSTRUCTIO'N 10INT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE,
8� THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT' BUT SHALL NOT BE LESS THAN THE 'TABULAR VALUES FOR F
SHOWN ON TABLE SH, Z,
9- D BARS SHALL BE 15190) FOR D21975 44(39') OR LESS, f5M(o5) FOR
DL� -jO50 nim (42') TO 210.0 mm f84') INCLUSIVE AND 2OM(406) FOR
Dz=2250 mnn 001 OR OVER.
10� CENTER LINE OF 1114LET PIPE- SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LiNE UNLESS OTHERWISE SHOWN,
0. STEPS SHALL CONFORM TO STANDARD PLAN 63501? 636. UNLESS OTHEROMSE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04n TO 375 mm 059 0C.
THE LOACST STEP SHALL NOT BE MORE THAN 600 mm (24*) ABOVE THE INVERT-
12� THE FOLLOWING CRITERjA SHALL BE US -ED FOR T141S MANHOLF-�
A. MAIN LINE z 900 mrn 136') INSIDE DIAMETER: OR LAR4R. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mrr (36') TO 1050 mm (42*)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED-
: ------ �46il!CAIN PUBLIC WORKS ASSOCIA,TION - SOUTTHERN CALIFORNIA CkAPiii4 __ -STANUAROPLAN
mr-MIC
MANHOLE PIPE TO PIPE, MAIN LINE 320-1
IE>900 mm R LARGER
It. THE FOLLOWING CRITER[A SHALL BE USED FOR THIS MANHOLE�
A,- MAlN LINE = 825 mm 1331 INSWIE OMMETER OR I....E-SS_(EXCEP'TICN -
IF THE MAIN LINE RCP DOWNSTREAM OF THE, MANHOLE IS 900 mm G56*j
TO 1050 mm (4?*) [,NS,lE)E 01AMETER AND THE MAIN ONE RCP UPSTREAM IS
825 mm 133*) OR' LESS,) STANDARD PLAN 3?0 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE TKE, MAtN LINE CONIDUIT IISS LESS THAN 900 mm -
1360 IN DIAMETER.
8� SEE SE'CMON A - A� THE MAXIMUM SlZE LATERAL. :THAT MAY BE
CONNECTED TO THIS MANH,0LEIS SUCH: THAT THE OfSTANICE FROM THE
OUTSIDE (,TOP) OfF r:HE LATERAL TO THE BOTTOM OF THE 200 mm (13")
THICK TOP OFF THE MANHOLE CHAIMlafll. MEASURED VERTICALLY FROM
THE EP40 OF THEACIT. :SHALLL BE A MINIVIUM OF ISO mrr W),-
Cv it THE SIZF OF THE-LATEAAL it SUCH THAT THE ABOVE-5PECIFfED
MINIMUM DISTANCIES-CANNOT: BE MAINTAINED, TH;EN.0NE OF THE
FOLLOW00' ALTERNATE SOLUTIONS. MUST BE USEID�
L PROVtDE A:SPEe_*I4L STRUCTUW�
ZI, PROVIDE TWO S-T4NDAR0 STRIUCTIURES,_CONSISTING OF THIS
&WHOLE PLACED UPSTREAM OR DOANSTREAM FROM THE-:. APP`L.ICA$LC
JUNCTION STRUCTUREDR: TRANSITION STRUQTURE.
12� MANIHOLE: FRAME AND COVER SHALL CON17ORM To STANDARPpLM4 63
UNLESS OTHERWISE SHOWN.
13, IMANHOLC SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISEZHOWN.
14. WHERE A MANIHOLF SHAFT - 900 mm (:36�1 wrrHOUT RFOUCFR IS
SPECAFIED REFER 'ro STANDARD PLAN 336�
15. WHERE A PRESSURE MANHOLE SKAFT - WITH ECCENTRIC REOLICER is
. . SPEMIED REFER TO `.-�TANIDARD PLAN 32B,�
16, WHERE A PRESSURE MANHOLE SHAFT - 9f4 Mm (36*; WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329,
17, DIMENSIONS SHOWN ON THIS PLAN F'OR:UE.TRIC AND ENGI.ASH UNITS ARE
NOT"EXACT EQUAL VALUES. IF METRIC _'�ALUE�*,,..ARE UISED, ALL VALUES
T REINFORCING
;,,ISFD FOR CONSTRUCTION SHALL BE METR:IC VALUES, LXC,',LP
1BAR-SIZES IN ENGLISH UNITS: MAY BIE: suBsTrTUTED FOR METRIC BAR S�ZES_
tF ENGLISH UNITS ARE USED, ALL VALUES IUM F0Fr CONSTRUCTION ;SHALL Be
ENGLISH UINITS,
THIE FOLLOWING 15,7ANDARD PLANS ARE INCORPORATED HEREIN,
324 MANHOLC SHAFT - WITH ECCENTRjC:ftEDUC:E� R
329 MANHOLE SHAFT - -900:mm (36*1 WITHOUT RIF,.DVCFR
3213 PRESSURE MANHOLE SHAPT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT -.914 mmJ3151 WITHOUT REDUCER
630 610 mm tZ4') MANHOILE,P-RAME AND COVER,
1535 914 mm C.!*') MANHOLE FRAMEAND COVER
035 STEEL STEP
636 POLYPROPYE-rXE PLASTIC STEP
PREPARED FOR.
WDLI1113 HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Ck 91730
(909) 477-6715
IREEANRCAMMLAAARUK
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
1365.01
ELMMOM '4610
B� THE OUTSIDE DIAMETIOR OF THE LATERAL MOST BE LESS THAN OR
EQUAL 'TO 1/2 THE INSIDE DIAMETER OF THE MAIN LJNE� IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE: MANHOLE ARE NOT
THE SAMQ THE GOVCRIONG INSIDC OIAMCTER: OF: T I- IWAIN 4INe
SMALL BE CON'SIDERED TO BE THAT WHERE T14E EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL.TO
THE MANHOLE BE GREATER THAN 7.50 rnm (309.
13. MANHOLE� FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERTASE SHOWN.
14� MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
15, WHERE A MANHOLESHAFT -900 mmi (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSUREIMANNOLE. SHAFT - WITH ECCENTRIC REDUCER IS
SPE04ED REFER TO STANDARD PLAN 328,
[7, WHERE A PRESSURE MANHOLE SHAFT -:914 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329�
18, DgMENSIQNS:�$�40WN ON T41,5 PLAN FORMETWC AND ENQLISH UNITS ARE NOT
EXACT EOUAL VALIUES� IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, CXCEPTIREINFORCING BAR
Si'ZES IN ENGLISH UNIT$ MAY BE SU8STITUTQFOR METRIC BAR SIZES,
IF ENGLISH UNITS ARE USED, ALI VALUES LUSED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS,
THE POKOWINA STANDARD PLANS ARE INCORPORATED HEREIN -
324 MAN140LE SHAFT - WITH ECCENTRIC REDUCER
3:26 MANHOLE SHAFT - 900 mm (361 ANTHOUT REDUCER
328 PRESSURE MANHOLE ZHAFT - WITH.ECCENTRIC
:329 PRESSURE NMNHOLE SHAFT 914 mm (36�) WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
b 3,� 9I-1 mm (36') MANHOLE FRAME: AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
rh t;.g
U
0 14
a
0
4s
83 06
2 5 mm Q') � T Y PA
1) 7 L T
17 100 men 0'�
mm
mm, ar) I'so rft, [6-
450 m U8'1 175 mm ITI
900 sm 1361 4 50 mm (18-7)"
I6�6_m m 07) 450 mm It ' 225 ym (P)
IZOO P 450 mm (164i 250 mn 0001
1425 MMA51) 450 emm VVI 250 nmi 00*1
lm , I , 275 mm, flfl
525 ow ON 075 mv ml
vv�� (72!1) 600 mm 1`2411-00 mm 021
cul ......
N 0. 2 CUT NQ
A
%
—CUT
NO
L I N
0 mm
UT NC
�D E`T` A I L
EQUAL, tNTzEPIOR FORM
CUT NO, I, SAIN, THE TUBE AT AN ANOLF OF A/Z wpTf- THE TRANS, -
,VERSE ALANE. REVERSI! ONE SECTION AND TAPE BOTH SECIIONS
TOGETHER FORIIHNG THE DEFLECTAON ANGLE A,
CUt NT I SAW jr, TU'�E: REVOVIW� A S'UIjP
4jj,j �(Da�Wf v0tt,�E ON IME SWE OPMS! TZ THE OPEN jOINT:
8 _ �.In
, THE ENDS OF THE CUT TOGETHER AND MSERT THE
TUBE IN THQPWE�
OR SURFACE
OF POE
DE T A i L
TjfjAL2tMT
T-INFORCED CONCRETE PIPE
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
NOTES
K A CONCRETE CALAN it WUMED: WHERE, THE CHAN�,-,E IN' (-,,RAD�__
EXCEEDS W PERCENT,
2. FOR CURVE jOINTS !SEE DETAIL W SMEET I)
IF THE EXTREME ENDS OF THE PlPf� LEAVE A CLEAR SPACE
-HAT IS G�`;EATER THAN 25 mrm BU-j� fS LESS THAN 75 mmfG'j
A CONCRETE COVER Q REOUIRED IN ACCORDANCE WITH SUBSEMIN
306-1 2-4 THE SSPWi-_`,_
IF THE EXTREME ENDS OFTHE PIPE l_E-4vr A CLEAR SPACE
THXT W EOUAL TO OR BREATER THAN 75 mr.-i 'Y", BUT LESS THA1,4
lt�'O �T�! 16"), A CONCRETE COLLAR 1-5, REQUIRED- FF THE C,;,-E4R
SPACE IS 150 MM f6l OR GREATEP, A TRANSiTION STRUCTURE
Q REQUIRED.
CONCRETE COLLAR SHALZ NOT SE USED FOR A SIZE CHANIE ON
THE MAIN LINE,
T CONNECTOR PIPES,
k WHERE PIPES ()F DWIWREUTQIANIE�TERS ARE- J101:Nc, WITH A
CONCRETE COLLAR. 1, AND T SHALL BE THOSE OF THE LARG0
PIPIR D=Di OR 0;�, WHICHEVER IS, GREATER.
B. WHEN Dt IS EQUAL TO GR LESS THAN Q�, jojr,4 1prvERTS AN[)
WHEN Di IS GREATER THAN Q jOIN SOFFITS,
1 FOR QPE LARGER THAN 1800 rnm (72") SRF -t.41, COLLAR DETAILS
ARE RQUIRET
G. FOR PIPE SIZE NOT !,J�'STFD iUSE NEXT SIZE LARGER�
A RE41017ORCEMENT SHALL CONFORM T() ASTM A 615 M (4 615) GRACE
300(40),
:8 Wlir�RE R:.- ;,lNF6RCJNG AS RECAHRED THE DIAMETER OF THE CIRCUL4fR
TIES SHALL BE D+C2X OVALL. THICKNESTA + 0
-r AW TER
REfNFO C, Nj SHALL BE USED wiicf�r_ THE rlp m
E , A N1 E IS
GREATER THAN 525 mm (��v) Alill), QN ALL. PIPES- WIE E THE SPACE`�'�,
BETWEEN 7HF EXTRWE OUTER ENDS 1,S 7.5 ii�m (3'. OR LARIGEF,
TRCULAR TIES: 7 : -1
PIPE DIAMETER WRCULAR
-rift, s ------ - -------
---------- -
5 mm (3 0')
A Y2
[`.500 mm 0�1 TO, f 7,'
_8�._)O
- - ----------------------------- - ------------- — -------------
WHERE THE SPACE GETWEEN J::`f-PE ENDS EXCEEDS 75 mm (sj. mdr;,-,
NUMBER OP CIRCULARTIES.SHALL BE MCREASED TO ll'A-AH',`T4,f`N AN
APPRoximATE S'OACING OF 1,50 (6'1 0,C-
10, WHERE T�-iE Pi,0,L IS 525 mrr,, f21104 -RI, LESS IN WAmf�,,7E�R 1101 INTERMr ,
FORM OF UN5EALED F20NO'HUBE OR EQUAL QALL BE USED TO
PROVITE A SM0,,)TH INTERIOR JOHIJT� 1HE PAPi`�R FORM MAY FBIE
LIFT IN PLACE (SEE DETAT,AL WHEN THE PfPE 15 600 = f241)
OR LARGER A REMOVABLY INTERIOR PGRIM"WALE BE USED OR THE
iN'TER-101"," -JI)iNT SHALL BE COMPLETELY FILLED WITH IIJORTAR AND
NEATLY POINTED,
N DWENSTNT3 SHOWN ON THIIS PLAN FOR MIETRIC A. -ND ENGLISI-i LINNTS
ARE NOT EXACT EOUAL VALUES. IF METRIIC VALUFS ARE USSED� ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUE& EXCEPT
REINFORCING 13AR SIZES IN ENGLtSH UNITS MAY Q SUSSAiTUTED FOR,
METRIC BAR SIZES, IF ENGLYSH UNITS AREUSED, AL -L VALUES USED
FOR CONS TRUCT [0�4 SHALL BE ENGLISH UNITS,
AMERWAl PUBLIC WORKS AMOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR-RCR -
30 mrn 12" :THROUGH 1800 rom 72" :380 Q
Prepamd By:
ALLARD ENGINEERING
(0 0)
Ie 9
M C>
6
ISM 16 300 rnm (�4 0 t2' 1-71
L
02 lryk;_
jai no In
tjMf OR
. if
J<4
300
1*4 0 12*)
3 -15M t*4I CIRCULAR TIES,
AEE NOTE 9
CITY OF FONTANA, -CALIFORNIA
STORM DRAIN IMPROVENE T PLANS
DRAWN BY. TMCT NO. 1"W SOTE.
MAGIWFICGR NOT TO SCALE
DEAGNE101 BY. DETAK SHUT DATE-
JRR SE77EMBEI 2002
CHECKED 4 4PP 0 B DRAWING NO 5
DSH
4 CffY ENGINEER R.C.E 5-1 T52 31W 6
RDA I INNEEMYSSIM00 DESCEPIXIN
.......... ......
ANIERICAN PUBLIC WORKS AS CIATION-SOUTHERINCALIFORNIACH PTEFt 1 1 STANO RD PLAU
( I ___ mmic
MANHOLE PI,PETO.��PIPE, OFR BOTH MAIN LINE 1 321'-,l
S
[D'S 826rnm f33 I!) OR SMALLEN21 14 E C; 2- 0 t 2-1
SHOULD C0NSTR(XTM OF REQEHRED
DEPROVEXENTS NOT COMMENCE WITHN
TWO YEARS OF THE DATE OF APPROVAL
SlmOlWN IMSEDW AND CARREED FORTH IN A
BILKNEN17 JKLAPNONCEER, THE CITY ENGINEER MAY
RENQUMEME REVISIONS TO THE PLANS TO
RRM THEM WFO CONFORMANCE WrM
CON017WNS AND STANDARDS IN EFFECT
TLEcc,vLP rXL0,-%r-& tv-3 (y- qr?Tof I
NOTES
1, WHEN OrPT)4* FROM! STREET CRADE TO THE TOR OF TNE.:80x IS LESS
THAN -867 mm (2'-10 1/2'1 FOR PAYED STREETS OR 9060 mm (3'-6*) FOR UN-
PAVIED ITRIEETZ CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL = SHAFTFOR ANY: DEPTH OF MANHOLE MAY SE CONSTRUCTED
PER SECTION C -C, WHEN DIAMETER Of IS 1200 mm (481) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
Z CENTER OF MANHOLE SHAFT"SHILL, BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER Dj IS 1200 mm (48'1 OR LESS, IN WHtCH CASE�
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 4V WITH CENTER LINE
AND OMIT J BAR$,
3, L AND P SHALL HAVE THE FOLLOWING VALUES� UNLESS OHERWISE SHOWN
ON THE. PROJECT. DRAWINGS;
An D10400 mrn (961 OR LESS, L=L7 m PtI30 rnm (51)
9. De OVER 2400 mai (96% 01.8 �m W-01). Pz210, mm (841
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET P:fPE
ENDS� WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (61 OC,
4� STATIONS� OF MANHOLES QQWN ON PROJECT DRAWIll(GSAPPLY AT CENTER
LINE OF' SHAFT,. ELEVATIONS ARE SHOWN AT CENT r ER LINE OF SHAFr, AND
REFER. TO THE PROLONGED OVERT GRADE UNES.
5c REANFORCEMENT�SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
4RADE 40L AND SMALL TERMYNATE TO mm B 1/2) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE dWOWN.
t� FLOOR Ok MANHOW SHALL BE STEEL TROOCLED TO SPRING 1ANE,
7. BODY Of MANHOW SMALL SEPOURIED IN CONE CONTINUOUS OPERAT'JON
EXCEPT THAT A CONSTRUCTIO'N 10INT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE,
8� THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT' BUT SHALL NOT BE LESS THAN THE 'TABULAR VALUES FOR F
SHOWN ON TABLE SH, Z,
9- D BARS SHALL BE 15190) FOR D21975 44(39') OR LESS, f5M(o5) FOR
DL� -jO50 nim (42') TO 210.0 mm f84') INCLUSIVE AND 2OM(406) FOR
Dz=2250 mnn 001 OR OVER.
10� CENTER LINE OF 1114LET PIPE- SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LiNE UNLESS OTHERWISE SHOWN,
0. STEPS SHALL CONFORM TO STANDARD PLAN 63501? 636. UNLESS OTHEROMSE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04n TO 375 mm 059 0C.
THE LOACST STEP SHALL NOT BE MORE THAN 600 mm (24*) ABOVE THE INVERT-
12� THE FOLLOWING CRITERjA SHALL BE US -ED FOR T141S MANHOLF-�
A. MAIN LINE z 900 mrn 136') INSIDE DIAMETER: OR LAR4R. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mrr (36') TO 1050 mm (42*)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED-
: ------ �46il!CAIN PUBLIC WORKS ASSOCIA,TION - SOUTTHERN CALIFORNIA CkAPiii4 __ -STANUAROPLAN
mr-MIC
MANHOLE PIPE TO PIPE, MAIN LINE 320-1
IE>900 mm R LARGER
It. THE FOLLOWING CRITER[A SHALL BE USED FOR THIS MANHOLE�
A,- MAlN LINE = 825 mm 1331 INSWIE OMMETER OR I....E-SS_(EXCEP'TICN -
IF THE MAIN LINE RCP DOWNSTREAM OF THE, MANHOLE IS 900 mm G56*j
TO 1050 mm (4?*) [,NS,lE)E 01AMETER AND THE MAIN ONE RCP UPSTREAM IS
825 mm 133*) OR' LESS,) STANDARD PLAN 3?0 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE TKE, MAtN LINE CONIDUIT IISS LESS THAN 900 mm -
1360 IN DIAMETER.
8� SEE SE'CMON A - A� THE MAXIMUM SlZE LATERAL. :THAT MAY BE
CONNECTED TO THIS MANH,0LEIS SUCH: THAT THE OfSTANICE FROM THE
OUTSIDE (,TOP) OfF r:HE LATERAL TO THE BOTTOM OF THE 200 mm (13")
THICK TOP OFF THE MANHOLE CHAIMlafll. MEASURED VERTICALLY FROM
THE EP40 OF THEACIT. :SHALLL BE A MINIVIUM OF ISO mrr W),-
Cv it THE SIZF OF THE-LATEAAL it SUCH THAT THE ABOVE-5PECIFfED
MINIMUM DISTANCIES-CANNOT: BE MAINTAINED, TH;EN.0NE OF THE
FOLLOW00' ALTERNATE SOLUTIONS. MUST BE USEID�
L PROVtDE A:SPEe_*I4L STRUCTUW�
ZI, PROVIDE TWO S-T4NDAR0 STRIUCTIURES,_CONSISTING OF THIS
&WHOLE PLACED UPSTREAM OR DOANSTREAM FROM THE-:. APP`L.ICA$LC
JUNCTION STRUCTUREDR: TRANSITION STRUQTURE.
12� MANIHOLE: FRAME AND COVER SHALL CON17ORM To STANDARPpLM4 63
UNLESS OTHERWISE SHOWN.
13, IMANHOLC SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISEZHOWN.
14. WHERE A MANIHOLF SHAFT - 900 mm (:36�1 wrrHOUT RFOUCFR IS
SPECAFIED REFER 'ro STANDARD PLAN 336�
15. WHERE A PRESSURE MANHOLE SKAFT - WITH ECCENTRIC REOLICER is
. . SPEMIED REFER TO `.-�TANIDARD PLAN 32B,�
16, WHERE A PRESSURE MANHOLE SHAFT - 9f4 Mm (36*; WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329,
17, DIMENSIONS SHOWN ON THIS PLAN F'OR:UE.TRIC AND ENGI.ASH UNITS ARE
NOT"EXACT EQUAL VALUES. IF METRIC _'�ALUE�*,,..ARE UISED, ALL VALUES
T REINFORCING
;,,ISFD FOR CONSTRUCTION SHALL BE METR:IC VALUES, LXC,',LP
1BAR-SIZES IN ENGLISH UNITS: MAY BIE: suBsTrTUTED FOR METRIC BAR S�ZES_
tF ENGLISH UNITS ARE USED, ALL VALUES IUM F0Fr CONSTRUCTION ;SHALL Be
ENGLISH UINITS,
THIE FOLLOWING 15,7ANDARD PLANS ARE INCORPORATED HEREIN,
324 MANHOLC SHAFT - WITH ECCENTRjC:ftEDUC:E� R
329 MANHOLE SHAFT - -900:mm (36*1 WITHOUT RIF,.DVCFR
3213 PRESSURE MANHOLE SHAPT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT -.914 mmJ3151 WITHOUT REDUCER
630 610 mm tZ4') MANHOILE,P-RAME AND COVER,
1535 914 mm C.!*') MANHOLE FRAMEAND COVER
035 STEEL STEP
636 POLYPROPYE-rXE PLASTIC STEP
PREPARED FOR.
WDLI1113 HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Ck 91730
(909) 477-6715
IREEANRCAMMLAAARUK
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
1365.01
ELMMOM '4610
B� THE OUTSIDE DIAMETIOR OF THE LATERAL MOST BE LESS THAN OR
EQUAL 'TO 1/2 THE INSIDE DIAMETER OF THE MAIN LJNE� IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE: MANHOLE ARE NOT
THE SAMQ THE GOVCRIONG INSIDC OIAMCTER: OF: T I- IWAIN 4INe
SMALL BE CON'SIDERED TO BE THAT WHERE T14E EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL.TO
THE MANHOLE BE GREATER THAN 7.50 rnm (309.
13. MANHOLE� FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERTASE SHOWN.
14� MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
15, WHERE A MANHOLESHAFT -900 mmi (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSUREIMANNOLE. SHAFT - WITH ECCENTRIC REDUCER IS
SPE04ED REFER TO STANDARD PLAN 328,
[7, WHERE A PRESSURE MANHOLE SHAFT -:914 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329�
18, DgMENSIQNS:�$�40WN ON T41,5 PLAN FORMETWC AND ENQLISH UNITS ARE NOT
EXACT EOUAL VALIUES� IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, CXCEPTIREINFORCING BAR
Si'ZES IN ENGLISH UNIT$ MAY BE SU8STITUTQFOR METRIC BAR SIZES,
IF ENGLISH UNITS ARE USED, ALI VALUES LUSED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS,
THE POKOWINA STANDARD PLANS ARE INCORPORATED HEREIN -
324 MAN140LE SHAFT - WITH ECCENTRIC REDUCER
3:26 MANHOLE SHAFT - 900 mm (361 ANTHOUT REDUCER
328 PRESSURE MANHOLE ZHAFT - WITH.ECCENTRIC
:329 PRESSURE NMNHOLE SHAFT 914 mm (36�) WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
b 3,� 9I-1 mm (36') MANHOLE FRAME: AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
rh t;.g
U
0 14
a
0
4s
83 06
2 5 mm Q') � T Y PA
1) 7 L T
17 100 men 0'�
mm
mm, ar) I'so rft, [6-
450 m U8'1 175 mm ITI
900 sm 1361 4 50 mm (18-7)"
I6�6_m m 07) 450 mm It ' 225 ym (P)
IZOO P 450 mm (164i 250 mn 0001
1425 MMA51) 450 emm VVI 250 nmi 00*1
lm , I , 275 mm, flfl
525 ow ON 075 mv ml
vv�� (72!1) 600 mm 1`2411-00 mm 021
cul ......
N 0. 2 CUT NQ
A
%
—CUT
NO
L I N
0 mm
UT NC
�D E`T` A I L
EQUAL, tNTzEPIOR FORM
CUT NO, I, SAIN, THE TUBE AT AN ANOLF OF A/Z wpTf- THE TRANS, -
,VERSE ALANE. REVERSI! ONE SECTION AND TAPE BOTH SECIIONS
TOGETHER FORIIHNG THE DEFLECTAON ANGLE A,
CUt NT I SAW jr, TU'�E: REVOVIW� A S'UIjP
4jj,j �(Da�Wf v0tt,�E ON IME SWE OPMS! TZ THE OPEN jOINT:
8 _ �.In
, THE ENDS OF THE CUT TOGETHER AND MSERT THE
TUBE IN THQPWE�
OR SURFACE
OF POE
DE T A i L
TjfjAL2tMT
T-INFORCED CONCRETE PIPE
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
NOTES
K A CONCRETE CALAN it WUMED: WHERE, THE CHAN�,-,E IN' (-,,RAD�__
EXCEEDS W PERCENT,
2. FOR CURVE jOINTS !SEE DETAIL W SMEET I)
IF THE EXTREME ENDS OF THE PlPf� LEAVE A CLEAR SPACE
-HAT IS G�`;EATER THAN 25 mrm BU-j� fS LESS THAN 75 mmfG'j
A CONCRETE COVER Q REOUIRED IN ACCORDANCE WITH SUBSEMIN
306-1 2-4 THE SSPWi-_`,_
IF THE EXTREME ENDS OFTHE PIPE l_E-4vr A CLEAR SPACE
THXT W EOUAL TO OR BREATER THAN 75 mr.-i 'Y", BUT LESS THA1,4
lt�'O �T�! 16"), A CONCRETE COLLAR 1-5, REQUIRED- FF THE C,;,-E4R
SPACE IS 150 MM f6l OR GREATEP, A TRANSiTION STRUCTURE
Q REQUIRED.
CONCRETE COLLAR SHALZ NOT SE USED FOR A SIZE CHANIE ON
THE MAIN LINE,
T CONNECTOR PIPES,
k WHERE PIPES ()F DWIWREUTQIANIE�TERS ARE- J101:Nc, WITH A
CONCRETE COLLAR. 1, AND T SHALL BE THOSE OF THE LARG0
PIPIR D=Di OR 0;�, WHICHEVER IS, GREATER.
B. WHEN Dt IS EQUAL TO GR LESS THAN Q�, jojr,4 1prvERTS AN[)
WHEN Di IS GREATER THAN Q jOIN SOFFITS,
1 FOR QPE LARGER THAN 1800 rnm (72") SRF -t.41, COLLAR DETAILS
ARE RQUIRET
G. FOR PIPE SIZE NOT !,J�'STFD iUSE NEXT SIZE LARGER�
A RE41017ORCEMENT SHALL CONFORM T() ASTM A 615 M (4 615) GRACE
300(40),
:8 Wlir�RE R:.- ;,lNF6RCJNG AS RECAHRED THE DIAMETER OF THE CIRCUL4fR
TIES SHALL BE D+C2X OVALL. THICKNESTA + 0
-r AW TER
REfNFO C, Nj SHALL BE USED wiicf�r_ THE rlp m
E , A N1 E IS
GREATER THAN 525 mm (��v) Alill), QN ALL. PIPES- WIE E THE SPACE`�'�,
BETWEEN 7HF EXTRWE OUTER ENDS 1,S 7.5 ii�m (3'. OR LARIGEF,
TRCULAR TIES: 7 : -1
PIPE DIAMETER WRCULAR
-rift, s ------ - -------
---------- -
5 mm (3 0')
A Y2
[`.500 mm 0�1 TO, f 7,'
_8�._)O
- - ----------------------------- - ------------- — -------------
WHERE THE SPACE GETWEEN J::`f-PE ENDS EXCEEDS 75 mm (sj. mdr;,-,
NUMBER OP CIRCULARTIES.SHALL BE MCREASED TO ll'A-AH',`T4,f`N AN
APPRoximATE S'OACING OF 1,50 (6'1 0,C-
10, WHERE T�-iE Pi,0,L IS 525 mrr,, f21104 -RI, LESS IN WAmf�,,7E�R 1101 INTERMr ,
FORM OF UN5EALED F20NO'HUBE OR EQUAL QALL BE USED TO
PROVITE A SM0,,)TH INTERIOR JOHIJT� 1HE PAPi`�R FORM MAY FBIE
LIFT IN PLACE (SEE DETAT,AL WHEN THE PfPE 15 600 = f241)
OR LARGER A REMOVABLY INTERIOR PGRIM"WALE BE USED OR THE
iN'TER-101"," -JI)iNT SHALL BE COMPLETELY FILLED WITH IIJORTAR AND
NEATLY POINTED,
N DWENSTNT3 SHOWN ON THIIS PLAN FOR MIETRIC A. -ND ENGLISI-i LINNTS
ARE NOT EXACT EOUAL VALUES. IF METRIIC VALUFS ARE USSED� ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUE& EXCEPT
REINFORCING 13AR SIZES IN ENGLtSH UNITS MAY Q SUSSAiTUTED FOR,
METRIC BAR SIZES, IF ENGLYSH UNITS AREUSED, AL -L VALUES USED
FOR CONS TRUCT [0�4 SHALL BE ENGLISH UNITS,
AMERWAl PUBLIC WORKS AMOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR-RCR -
30 mrn 12" :THROUGH 1800 rom 72" :380 Q
Prepamd By:
ALLARD ENGINEERING
(0 0)
Ie 9
M C>
6
ISM 16 300 rnm (�4 0 t2' 1-71
L
02 lryk;_
jai no In
tjMf OR
. if
J<4
300
1*4 0 12*)
3 -15M t*4I CIRCULAR TIES,
AEE NOTE 9
CITY OF FONTANA, -CALIFORNIA
STORM DRAIN IMPROVENE T PLANS
DRAWN BY. TMCT NO. 1"W SOTE.
MAGIWFICGR NOT TO SCALE
DEAGNE101 BY. DETAK SHUT DATE-
JRR SE77EMBEI 2002
CHECKED 4 4PP 0 B DRAWING NO 5
DSH
4 CffY ENGINEER R.C.E 5-1 T52 31W 6
RDA I INNEEMYSSIM00 DESCEPIXIN