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/ FT (P/pe) or r See Note 3 i
NOTES -- i �772A (Arch! , - ---- -�
1' TABLE of values forfore on this plan. ----- e f
2- CENTER OF MANHOLE SHAFT shall be located over center line ofstorn
Edges to be rounded _ droirr wheri diameter A i, 46'or• less, in which case place E bars Byrn- i 9� - Poe or ;
to 3 Radius r - - 0 trona/ outside
,�
B1
al i , _ P metrical! around shaft of 45. with cent6rhne and om,tJ bars i A I A , Arch ,
I- - face of concrete y s
6, E hors -- - --- T , -- 3- DfTA/L Nf When depth ofmonh+ole from streetgrode to top ofbox
3 3 long - �P' 1 ■4 H bars is less than 2'40 z" for paved street or- 3'•6"for unpaved street constrc ct R. C pipe R. C. Box '
A , �= - Il I kbdius =I D ofSpur `ar I' 3'-0" long monolithic shaft ns per Detail M. Shaft forony depth of manhole may ! - or - - - - - - or
A �l -' 3`0"maximef ,, i ,_ I be constructed bs per Oetoil M. When diameter Di rs 46 "or less center ! R. C. Arch � � R. C. Arch � O lip ono/ construction
-1- 3-'4 J bors 4 -Ei /ons - I o/nl:
0 bars ' -� L J ofshoft may be located os per note 2 j —
/ ^ 13"oc can't. odd %bars I •�• ' • Sox or arch to pipe - Use
3"0. c. - I " a.- MICKNESS Of DECK shall vary when necessary to prrivee level pipesect, I , . j- -.+- v'v
6 ac. to inside edge PLAN I - - - cons!. it of box or arch.
-
6 nc the less than tabu/or ynlues_ for fshoivn on this plan. I
Tie bar -- - - _-, =•,= Lofmwnhole I 191 Box /o arch- Use const.
s- I (Rin s and cover not shop+ a) 5 - REINFORCING STEEL to be per 2 0171 / clear flour flJceof concrete 1 ; �_-____---
?. I B - a, ; 1 Tie bar 9 Concrete rings unless shown otherwise. I _ - �-� , _ _ SECTION ;B - B it. of box.
t , Streetgrode rag g NOTES ;
F D , F Omit +hrssfep ; ; 5"x 1" Rin Seat Nux M,n. 6- STEPS shall be �"rournd,golvanized steel and anchorxdnot less j
i •+-- - - 3- - - -� •+--r for vedstneets ll" 8 Ilion 6"inCfres in the Rolls ofstructure Unless otherwise shown !- - . - --}- 1. The hor/zonlal angle of divergence or convergence, 9, shop not exceed 50 45'.
in paved streets - � T (Pipe) or "
PLAN H bar . T_ _- ._� _ • far yp ved strs 16' 15" the spacing shall he 14 '90 15" cf7he 1bwest3tep.shn11notbe more than ; T T+ 4 or TPA or TZ 6 2 Relnforcing steel bar sites, spacing, pattern and cover over the steel sho// be
' 16"fbr vedstreets 2'-6'above the invert. Sae SJI> Dw 2-D 96 ?A (Arch) See Note 3 Tp� as follows:
i (Shoff• not shown) Po -�I -•24' a' s'_ R, H bar S It 1 • , ,
Z'•2'for unpavedstreets•' 1"' "-- -----�ariab/e 7- RINGS,R£DUCERANDPIPE for access shoftshallbesectedinmortar Box to pipe and box to arch -shot of bo; secJlon.
r Manhole frameaixl .; 6;:. fir" ' ,t _ and neat! inted or wi inside the shaft. j ` 2
Arch to pipe- !hof of arch Vectlon.
Streetg ode . .. E bars Po P� P LAN Arch to arch -that of arch section having the thicker walls.
o_v_er_, Plan lib. 2-0!'81 {-- 6; , , . : , � g
�Go/v. steel ;1, ;_ --J bars, 8- FTAT10N of manholes shown on lonopp/�yyotcenterofsf,rvft. The bar lengths shall vary uniformly throughout the transition.
� - Caxreferingsand 6 ti flevationsshownotstationsneterto rola edinvert felines
24'! re&cer,P/onhb2-0107 1 Round - P 9 • 3. The concrete thickness jhall be as follows:
F - edges - F - 9 - .FLOOR of manholesholl be steel -troweled to springing line. " _ . _ Box 1 o pipe and arch /o Alpe-that of arch or box section unless the
:.,i -E Std. Dwg a . , ,- - /0- BODY of manhole shall be poured in one continuous o ration ' T t 40 or TA or Ti
r �, 9_p• •. -Minimum Z /D with ick to 3'R Po Pe r - well thickness of the pipe plus 4 inches is greater, in which case
2-096 ;`- exce t thota constructioir oint witha 10 itudino/ ke nv mo r T (P/pe) or See Note 3 T the concrete thlekness shall vat uniform/ from that of the arch or
a pavedotneets o 4- ,•. P J n9 y y y r1A (Arch) -t- -�
Minimum 3'-6"with ,-_-,�,� be /ocedot th p e. box section to that of the p/pe wall plus 4 snches.
e s rirr i lin-■—�:-��
unpaved streets. • , 9 ng : a-�.r'T.+-:-
i' et• ::� !1- LENGTH L AND EMBEDMENT Pshall have the tb/lowing w/ues - • -'' — Box to arch and arch to arch -!hot of the,odjoining box or arch 1
'x2"Pipe Seat ;1 L.. `
See Note 3. c� unless otherwise shown on plan sec!/on at each end of the tronsll/on and shall vary unitorni/y
.k" :-: _
,• , _ _ DETAIL M for D =96"or less - '-6" P I be/ween the two ends.
o ► �: ...�_ _ _ .-- E bars z , L 5 5 P (See Note 5)
{ '� ' • `Round 'Tie bar (See Note 3) D2 over 96% L •6'0', A-8' —`i yr 4. The interior surface shall be. smooth 'and voay uniformly between the two
I .• .. adjainJ,sect/ons. 96 h
® F ed e9 • r' - Q - J hors L moy be increased or loco flan of manhole shr fted to meet pipe ends.
- tb"R.' - - _ _ _ - Springing line
j • . --- Inlet elevation
opplies at this point
"'4,18'aC* both ogyy3� Fri
J - be used when Dz is
SECTION A -A : 60"orover.
- Pipeseatleve! .
E bar. - See Ai?tIe 4
PI I
When L renter than that obai>» iss ified, D bets shall be 5. Al pipe ./uaclure, embedment P sho// be 5 Inches for pipe sizes of inc es
g. P� or less, and 8 inches for pipe sites over 96 inches.
• continued 6 "a c. I � •
l2- D BARS shall be *4 fbr DZ =39"or less, 15 for Dr -42" to 84'inclu9/ve I 6. fc- 3000 p.s. i. al 28 days.
and 16 for Dz -,90 "or over. rs Tie basholl be 0'3 born. ( 7. Keyed construction joints of the same dimensions as those of the box
13- f' = 3000 s.i. of 28 do s. I
Elev. or arch section may be carried through the transition structure al the .
c /� y contractors option. See Sec. B -B above.
1Q14-CenterAneofinletpiple to intersect inside tbceofcone atspringing �_ $1O B• The Jransitlon structure sho// be constructed in occordorr>•e with the 9enerol i
line unless otherwise shown. a`.�s.;r ,,.-
Elev. structural notes applying. to box or arch structures shown on the project i
,c P -� -,,: -� , Sta. drawings. �0. 5.;Where Pressure �Y•onhole A(o.2is sp crfied o, p/o� s -e Std Dwg 2-02/0 - =�.� �� g t, UPERSEDES '"STD. DWG. N0. 2-0185 '
irate 3. - �--
SUPERSEDES . DWG. N0. 2-D 103 r (Pipe) or rt 4"or T3A or 3 ��`�'•:���.�,
T3A (Arch) See Note 3 _ :.•.,-'----
i --}- s '
i_ I I • a ' ' Iii r� ,� n
T � '' . — — — — —L- { '• 'fir '� ,
`�i----- - G�,ro,,wofeyp�oints
See !dote 8 t i y ~ �F rl�-• , t � c' :.�i
SECTION B -B
REFERENCES
REVISIONS
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
2-D107.' -
NARK
13ATE
098COlPTION =
r
8-53
lav►sed
MANHOLE NO.
_20171' `.
2-D181
0
%0-53
Clio di�l►re/I
SCALE
�ESi�OEM
0..
1054
Added note
PLAN. SECTION AND
2-D9607
.10-54
Added note
DE TA I L
I
®•
970
StepAbon-
��C�
.
®
, R
3U9M -
�imv
DATE
NO. 184
V, ' �' ,
®®WW
6-I2'S3
SHEET OF►
When L renter than that obai>» iss ified, D bets shall be 5. Al pipe ./uaclure, embedment P sho// be 5 Inches for pipe sizes of inc es
g. P� or less, and 8 inches for pipe sites over 96 inches.
• continued 6 "a c. I � •
l2- D BARS shall be *4 fbr DZ =39"or less, 15 for Dr -42" to 84'inclu9/ve I 6. fc- 3000 p.s. i. al 28 days.
and 16 for Dz -,90 "or over. rs Tie basholl be 0'3 born. ( 7. Keyed construction joints of the same dimensions as those of the box
13- f' = 3000 s.i. of 28 do s. I
Elev. or arch section may be carried through the transition structure al the .
c /� y contractors option. See Sec. B -B above.
1Q14-CenterAneofinletpiple to intersect inside tbceofcone atspringing �_ $1O B• The Jransitlon structure sho// be constructed in occordorr>•e with the 9enerol i
line unless otherwise shown. a`.�s.;r ,,.-
Elev. structural notes applying. to box or arch structures shown on the project i
,c P -� -,,: -� , Sta. drawings. �0. 5.;Where Pressure �Y•onhole A(o.2is sp crfied o, p/o� s -e Std Dwg 2-02/0 - =�.� �� g t, UPERSEDES '"STD. DWG. N0. 2-0185 '
irate 3. - �--
SUPERSEDES . DWG. N0. 2-D 103 r (Pipe) or rt 4"or T3A or 3 ��`�'•:���.�,
T3A (Arch) See Note 3 _ :.•.,-'----
i --}- s '
i_ I I • a ' ' Iii r� ,� n
T � '' . — — — — —L- { '• 'fir '� ,
`�i----- - G�,ro,,wofeyp�oints
See !dote 8 t i y ~ �F rl�-• , t � c' :.�i
SECTION B -B
REFERENCES
REVISIONS
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
2-D107.' -
NARK
13ATE
098COlPTION =
r
8-53
lav►sed
MANHOLE NO.
_20171' `.
2-D181
0
%0-53
Clio di�l►re/I
SCALE
2-02/0
0..
1054
Added note
PLAN. SECTION AND
2-D9607
.10-54
Added note
DE TA I L
I
®•
970
StepAbon-
APPROV■D •Y y
CNIa, ■w0 [a, jfr
.
3U9M -
•,Ic a
DATE
NO. 184
V, ' �' ,
6-I2'S3
SHEET OF►
/ To, „
T3
T3
SECTION A- A
Arch may have a horseshoe -shaped,
circular, elliptic o/ or similar cross -
section.
RtVISIONS '
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
NARK
DAT[ DESCRIPTION
TRANSITION STRUCTURE
NO. I
PLAN & SECTIONS
DRAWN BY H
omoNEDmy—C.W. ,
' AP"OVED DY , ))
- -
• --
CHIMP,N61NE[R +
TRACED cT
cxwceaD.T [UE DE H,E.Q,
SCALE
DATE
NO -2-D235-
RECOYN[wDED ET
AUVV*_ ,[,DN E GIN[ER ,,,.,.", "
NONE
MAR.'57
SHEET. I OF I .
r
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IF
ayucul3 lints nave .oeen prepared
based on information provided by others. The O�
MA IV140L E IV092 3 TR�1 /�5�T�0/�✓ R C lJi2� /1 /O. / Des' /�✓
� ST lJ T f
SSlonw
$i`iTR/�� F✓
=w o 9
Applies -for sheet -nos •l , 2, 18 & 19 of 21 only)Cr_No. 22015
Approved for improvements within the Cit of Ran EXP. 9-30-89
Cucamonga p , y oho C 1`
am nga City limits only. J�grf �V
OF CA
Russell H. Maguire, RGE�22397 Date
,City -En gin r
City of Rancho Cucamonga
>lgn ro easlonal has not verified the accuracy
,4LL,�lrQO�/1/6//t/��/N6 QaOFEs ,o�,
and/or completeness of this information and shall SE�,4,5F017'ONAZ_ OETA16S9
not be responsible for any errors or omissions
�� QNQ� G�!G✓�..�Ri�/�A 9233 QJ�� ��, �y� whic y be incorporated herein as a result
3�-✓6—/6W No. 439
10-24-07. �� �• 2_
wvxo s DAT E
X 6 V1
PLANS PREPARED UNDER THE DIRECTION OF:
- IREVISIONS
-)
Cl
VA Z_ F=
. ,
, r�J.��o�WEAWZA
CITY OF FONTANA CALIFORNIA
J. R KNW & ASSO� Me
PUBLTC WORKS DEPARTMENT
y Drawn by: STORM DRAIN PLANS Seale:
CIVIL LAND PLANN RS, & SURVEYORS ENGINEERS, �C TRACT No. 13750
15892 PASADENA AVENUE
TUSTIN, CALIFORNIA 92680 • (714) 730-5757 Designed b y s DETAIL SHEET Date -
Cheoked' by: Dwg . No.
Approved
Tom, zrM CITY ENGINEER R. C.
E. 26'19a