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' tort "stripoteel 3-N J'krt, 4'-e"10.111"'2.C. �pptiou•I fillet
coallolve odd111os1t1 beers a Q.C,
-1 ►." , lr.� •;,• r ,•.1'�t: is inside 4194 of +1leehels , ,
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1411
•vet ell N
Tie bo �6
LONGITUDINAL SECTION- its,
'O'biert�0 V
4'OA. A
iNeet rode Me"ele troll• A cover
1 Per =ton. x140 630 -0 -OC thro 433 -0 -OC
__- t
"•'I 4 r L Sta, .,..---- ' iRrllliMeta3s'
"moi► Yl. / o*t , , 1503,11104 ��;. s = _ .. t M i
• Y -.M I -
P 1.
ti % ,rl .2,410;q "ilk pevod $Itself _ r oe-.-..-...�r r-
�,rw11d 1 Min. )-• rlfh1s11t,elredefreefe ��--
1olveals e d
!tool ate t I theft itel shewri
I 'Wbel9
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►' Tie hrs 'r'b0rt
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•,..: ' .; Tie bor , t .
'IF' 16 Ifw T • T
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p••wbors !!N .. . .
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».• e- '-wo.c.both Ire l,10W SECTION G-0
SECTION ,N -M -P -O d .hell cjls 40 or over
•r
ti
Itil3 •3 . • •-,X,
1111M up dock N 111.11114 - •0F •' /'' 1
Street gro4o t• provide lov0lpi/e -set
1!+014 from end Cover 6" Concrete rings SEAT FOA SHAFT WHEN
Std, Pion 6304060C [-,I.—k..0I "`per Std. Plan 1502 Tor• Is NOT LEVEL
TAAL E OF BAR SIZES
ii10ECTEDON RAO,
I As I corer r car
!It
#603 •i • •
_soll W a s i c
* for structure without men�holai
RgVISI Qa or I to road I$'- 39
,-Dowd/ 4'rrcIme
'-Dowlrl Anchor -
PLAN
STEEL LIST
See Note
DE CRIPTION
-' Monho% Frome and Cover (�Goly)
�3 agrs 7'- /0" long
/' per A /h amb r4 Alb. /S3/ or appro ved
:.
Ur
,
/�`Radlus
Do«iel--
aquas,
-.. ; %4",(radia - Anchor, r%'Rodius
I ►
Z
03 Burs 2'- //" /on
6
.
1 1 ,-face Angle
.3
Foce An ;eB'•0"/a? -
l
Steps s/ * pil;01 round polywPized
3ooA(de
Dowels Joe Delod
4
• 4 -R.,.hw
F
*1, " , '
.J l.!" '; ' ; : ,•Ruud
W 1 ,
wu
--•
t
TR�1/t/SPOi�T.�1T/4 CCfILTRANS)
• .
/' C/00" 1, ' .
")
40,
IN
2'-0"
. '
Dowel- , \•,e'roteeliondo
P,L141V
...
•
,Jcorif9 Life
SPACED AS SHOWN THE ICAL SECTIONS, WITH TH SPACING MEASURED
'
S"
. R• t -'t.
step. .seeM044,
.. �.. . j 1 J0 NOMI
\
.1 1
___6__P_Q_
I 6 6e 6
—
J9T�.
'r"
.
BETWEEN THE VERT AL LEG F BARS.
1«pNotes
87-90
"
CONC/225T� •
-4-L
,I..
�•J N
DETAIL OF DOWEL
.3.,• �,
93-96
�.
- Anchor
14.
AT THE BEGINNI AND END OF ALL POURS, A CURTAIN OF RE FORCEMENT COM-
iJ" 6 60 5
K 1 7e
=,
POSED OF B, C C2, D,/ , G, AND N BARS SHALL BE PLACE THREE INCHES
. +
.
J"Radius-
i
�c
-G
- - = s � A
FROM THE TRA VERSE CO STRUCTION JOINT,
.
r
J/awe to outlw from
-� -
1
1
1 I
. ' . , 4/l d,i-ec Havel
••�
a /Q l/
b
1R�l'/t//�aR
,: ...
, a0
-
-+;
--z-9
W C.0. 57A ;W(3
•4 �.. ! a a , :.
,Q/� G�Q�QDL� moo, 1'Jc �O fest
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Job geode 40Mmo/ wiM confrlaetw
.
-•
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SECTION A -A
-
.
NOTES
. :.
Co-frnsction pipes and outlet pipe moybo p/ucad
in any position around the walla.'
-
'Dowel
�urvo%.re o/ /he lip qqnd www - wo/% a1 gu%ter
o�oe'ring .Mall be Tor�nsd rb; curved forms.
,r"
• * "Rodin s ,.
Dimension a :t = 6" i l V i,t 4'-O* or /cess
I -
l ° e' i / V !S behvee/r (*O -wird d' -O'
.
APPROVED BY :
/ -
t - /C"if I/ is 6'-0"or more
ur
"�'
V - 4'-0" ,unless olr)erwise, nolea.
: A.,
Floor of basin shoil be lrowe/ed to o hard
SHOWN
smooth surface bndsho//s/ope from O)i
directions to Tete outle .
1046.441
12/73
Monhole shall be,olacsd along back wall
�_
near out/c.
--
00*1 *0* .ihc// be /rimmed iv the flim/
shape and length Sefo a concrete /s poured
STEEL LIST
See Note
DE CRIPTION
REGI'
�3 agrs 7'- /0" long
J
*,.3 dors, 3'-//,, long
/4
a'3Bors J'- 2 " lon
Z
03 Burs 2'- //" /on
6
"'3 Burs P - 7 " long
.3
Foce An ;eB'•0"/a? -
l
Steps s/ * pil;01 round polywPized
3ooA(de
Dowels Joe Delod
4
f'ro'nt rend Cover Se'7
/
Protection par
SecAloic
wu
/,
1��'P�il�Ti�1�N
TR�1/t/SPOi�T.�1T/4 CCfILTRANS)
Prntectlon bor: Where the curb face is greoler
Man 117; tassels protech'infi bor W shown
. on V wg. No. 41/
Seeps : It V /'s •3'-6" or less, none required •
If Vis J3 •,6 to 4 •o; p/oce, one, stop /e"above
floor t f V /s more !hon 4'- 0" ploce .slaps
/r'oVorl, /vi Hr , op slap 64,6clow lop of cover
a/vb.
\Sur/occ of ul/ cxposedconcrete shollconform
in .7lope, grade, color, finish, and scoringq
to weal /n o r tor-oposec/ curb and side wait
odjocent � the bosin.
O WWI t /"/oor shoo/ �'q/pforciny
o e o Dwq. No. 4
Curb face o/ cutch basin goenin s .3401/ be thal
of Me exisM79 curb p/us 4" �.rceol ,os
'Imerwise s%►own.
- - - - -- •-- -- - - _ _
- - -- " -
.
- "�. ,_= - • - -
• pox cULVERr NorEs
/S� //-1'
1. DIMENSIONS SHOWN :FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF
" /r!/-- /Q' O'er //�2" BAR •
// ,
2 CONCRETE .DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY pN
/J/�/� // a /• .� THE-PR01"I AND PARAII,EI TO OR AT R(NT ANDI�.5t IDR IAAII�I�Y) TO N*
4 ��� SY�iiIA�I. A80417' � �-� R DINE �� CnNnUIT ON TNS PLAN EXCEPt AS OTHIRWISI SHOWN1
8 8 ` //
8 //7 . 3. ALC, BAR I t'NDS AND HOOKS SHALL CONFORM TO INE AMERICAN CONCRETE _NST I
d, #4C�/8" *7a08'' TUT 'S 116ILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" EC1'ION
�0�. ,
4.
PLACIN O� REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCR TE iNSTI-
• • • , • TUTE'S bILDING CODE REQUIREMENTS FOR REINFORCED CONCRE E" SECTION
803..
ii /i
�Xl F/LLETVt. a; ",Y6'%c/ELFT 5 TRAN.SVERS ONSTf7UCTIO.N JOINTS SHALL NOT 6E PLACED WITHI 30 INCHES OF
MANN(lLE 00 J NCTION STRUCTURE .OPENINGS.
7�8�i 2'CL.P 2•'CLQ, 7�8ii
/r % TRAVERSE CONS UCTION JOINTS IN WALLS AND SLA�� SHA BE IN THE SAME
.s-io 4� .>5`,,I `� c''/O'/ 6, PLANE. 'NO S GGERING OF ; JOINTS WILL BE �PERMI ED. TRANSVERSE
/`f ��-Z" CONSTRUCTtN JOI TS SHALL BE NORMAL OR RAD[ L TO HE CENTER LINE OF
a 9 Z t`` CONSTRUCT#ON.
i
Vii' I/ • _ 7. THE TRAN!,VERSE REI FORCING STEEL SHALL / E MI TE ONE AND ONE-HALF
1 't #�1 '' O'.
` *4 17/e - a 529 . INCHES FROM THE CONC TE SURFACES UNLESS QT ERW SE SHOWN ON THE STRUT-
�. ,, ./ � , TURAL DETAli.s. i '
is 5=9 j • 5-9
�/` 0( Co�YS?" �� 8: EXPOSED E11`6ES OF CONCRE MEMBERS SNA E R UNDED OR BEVELED.
s , /v ,,/ eOyS'T 4/O/yT � dOiit/T s-io_
• 9,_ NO*SPLICES IN TRANSVER5E TEFL REIN O CE NT WILL B PERMITTED OTHER
ft •1. I
_� .#7,v4 N �- THAN SHOWN ON THE DRAWING ITHOUT�AP�RO L OF THE ENGINEER. NO MORE
RMITT IN ANY 1ONGITUDINAL BAR BETWEEN
��) THAN, TWO SPLICES WILL BE P I
TRANSVERSE JOINTS. SPLICES S AL B ST GGERED,
•� /
• ;__—• •
10 LONGITUDIM'AL STEEL SHALL. BE C NTINU US AND EXTEND -THROUGH ALL CON-
STRUCTION JOINTS OR SHALL BE SPL CED AS DESCRIBED IN N0. 11 BELOW.
: - ..
.
#� @ /8"A 11.: C 601 U0INfAL STEEL SHALL BE LAPP A MINIMUM OF 20 BAR DIAMETERS AT
N. = SPLICES. T>2ANSVERSE STEEL SHALL . A MINIMl1M OF LAPPED 30 BAR DIAME-
.4. " N #7� g" TERS AT SPLICES EXCEPT AS SHOWN THE ISE'ON PLANS. i
7 � 8'� : +
'' ... t �. 12. UNLESS 0"TITERWI SE SHOWN ON THE DRAW -I NG TRANSVERSE JOINT - KEYWAYS (IN
8 �8�I LL
A 149 BOTH SLABS AND WALLS), AS ,D TAILED FO LONGITUDINAL.K`EYWAYS AT THE
.591Z 40.1/ 5 �'G// BASE QF TFfE WALLS, SHALL B PLACED AT E ENO OF EACH POUR, BUT THE
woT To SCgL� F-
SPACING THEREOF SHALL NOT E CEED 50 FEET BE. LESS THAN 10 TEET. ALL.
w. _ CONSTRUCT IQN J01 NTS I N BO QM Sl,At3, TOP SL B, AND SIDE WAl1, S SHALL - BE
:IN THE.SAME PLANE. NO ST GGERING OF JOINTS ILL BE PERMITTED,
/
l/ 4 f/oar ales/ reinforcing
See Note
�jlquport.3 per Dw •. 'Vo. 410
y
,
. � � . HE IGH OF THE STARTER WALL .IS VARIED, THEVERTICAL LENGTH OFT C,
fes' ..
S Cr4/AA/_
,0ffc5/Q& CR/TZAR•
14, - - 13.
'� - ::
UNL ESS OTHERWISE . SHOWN UN THE, DETAILS, I N CU VED SECT IONS TRANSVERSi:
BARS SHALL BE PLACED ADIAL -1�.,/' STRAIGHT TRAN VERSE BARS IN TDP AND
/vv"" syppor
/
-
0.0.+ I2"
.. L LI.
,� �
-
Z, ,=
tinln)
BOTTOM SLABS SHALL B SPACED/AS SHOWN ON THE TYP CAL SECTIONS; SPACING
e"
YA F T
. .
s, ; ,. SMALLER BAR',
- - LL
,
.
.
A
�''1V 11� ���
'1r ,
,0 , ; , Q�
F �A�tF
SHALL BE At THE CEN ER LIN�s'4f THE BARREL ON THE OUTSIDE OF. THE CURVE
'�3bvrs
6/-
/,
1��'P�il�Ti�1�N
TR�1/t/SPOi�T.�1T/4 CCfILTRANS)
69-72
FOi2 DOUBLE BARREL OXES.',SRAIGHT BARS AND L -BA IN WALLS SHALL BE,
")
40,
�0 4Q�
2'-0"
17 5 5 0 6
i
P,L141V
d (
5
SPACED AS SHOWN THE ICAL SECTIONS, WITH TH SPACING MEASURED
'
6.
t1
2,41
___6__P_Q_
I 6 6e 6
81-84
J9T�.
. </ r ,1-984
.
BETWEEN THE VERT AL LEG F BARS.
-
87-90
2•
CONC/225T� •
-4-L
6
�•J N
DETAIL OF DOWEL
-10 I
1 r, Q 5
93-96
�.
-
14.
AT THE BEGINNI AND END OF ALL POURS, A CURTAIN OF RE FORCEMENT COM-
iJ" 6 60 5
K 1 7e
W�/6//7' - /5 ,HCl*_
POSED OF B, C C2, D,/ , G, AND N BARS SHALL BE PLACE THREE INCHES
,
�c
�� S
— 32.5 rQT 8 Y .
R.R. SPIKE
FROM THE TRA VERSE CO STRUCTION JOINT,
.
I --
ETA T
H BA �N NOIR
s'T��L
15.
ST EL IN INTERIOR WALLS AND IN THE INTE OR FACE OF
THE VERTIC WALWVg
a /Q l/
,3
1R�l'/t//�aR
-
EXTERIOR w S MP ED AT THE CONSTRUCT 0 JOINT AT B F
LL SLIC I NJ I E ASEO,Q..r"•J;/Lf,
IAF' A • C.t'C •
W C.0. 57A ;W(3
,Q/� G�Q�QDL� moo, 1'Jc �O fest
�
THIw WAIL. TM<* 5�1.i�E SHALL Nt: 20 BAR DIAMETERS.
(:I-
•
,A4 C49�oo
..
JURUPA
AVE.
. :.
# az, 16.
LN ALL ECTIONS LAP `C AND C2 :BARS. THE VERTICAL t.ENGTH .OF C, G ,;. D,
TRACT NO. 13332 -' SOUTH PARK
SCALE:
I -
AND C BARS HAS BEEN CALCULATED FORA FOUR -INCH STARTER WALL THE
E OF VALUES NO.
CC'l E "
VT.)
- FINISHED SURFACE Angle shall not exceed 45°,
,
. � � . HE IGH OF THE STARTER WALL .IS VARIED, THEVERTICAL LENGTH OFT C,
fes' ..
� F ANQ T
1. V/ UES for A,B,C,D ,DZ, Elevation R and Elevation S are
48-51
when side clow exeoods top/o
- . C2p D, AND CW BARS SHALL BE VARIED CORRESPONDINGLY SO
-30 DIAMETER LAP BETWEEN THE BARS, THE LAPS SHALL
AS TO MAINTA N A
BE BASED ON T'HE
0 T
p
re" 4 t/7" shown on tan, Table of values For Fand Thereon.
11'6„
0.0.+ I2"
.. L LI.
,� �
-
., at main lino flow,
T —�-a ---•{ T p
E bar
Z, ,=
tinln)
2, 4 ,
(min.)
T BI,E__0
>a
1� ,1
YA F T
. .
s, ; ,. SMALLER BAR',
- - LL
,
.
.
21 S/' - • _,.�-••.4 11.4 ti Oar. fillet: 4
LATERALS If laterals enter both sides of junct. str.,I COVER 1 8 I 4 / See note 'A 4
24" 5 1/`x" '`4 access shaft shall be located on side receiving the D bars `ro.c. %4-- ~` P __.... ,,l 4
27" 51/2" smalller lateral. 1 '_• -
1 " 1, SEE LIFT Zj%---- �\ A BARS 21 D Tit bas I I-S'rediut
L
30 6 � DETAIL BELOW / � fiCP ���� ... �; ;/ �� � � D horst I _
�„ „ 3. CENTER OF i1ANHoI,E SHAFT shall be located over center. A I _
33 6 V4 „ �," i- - ', + - « 1 1 • I p
line of Storm Arain when DI is 48 or lass. In this la I -_„___p3
36" 6 t/2" case lace 4-l. bars symmetrically around shaft 454 // I ' l "«� I I I,111 . 11 \\) LQ - D bora j' o.c.---" 1 •+' - E bort 1/t pt 4 ae, I I I I 6 t -
4 39 7 with .center line. - I� ) .
„ Tie bars 1 �
r2oo 4 2" I A 0, D. •i• 12 0 D ,- i F_ .n_, , .
" 45" 7 3/4i1 4. LISNi;T;i of junction structure ma.y be increased at ` A •--'�' . 1 4 1 Ise
1 , _` -i
N N f option ion to meet pipe ends, but any change in location � � ' B a A"ova a 141t4 49 6 p Agfi
volion 51/1"
I4' S1" 8 12" of 5put must be approved by the Engineer. ���, �/�
,:. j '
s4 N 91, �..•.�— • . -�,. PLAN _
5 . D1:'i AI I, M., When depth of .manhole from street to top of _ SECTION B-•8
t ~ 11 _. .
/4 97 9 1/4of junction strucCurc. i5 less than 2 1(�� for paved RCP (shots not shown) '°�,
/' N
60 �• sl'reel • or 3'--6" for unpaved stt'eets, construct �`
1
21 60, 911/2 monal ithic shaft per Deaail M. Construction of sh.�it A
Monhole trome and cover '
I 6611 101/211
o /2" r];I tier Uc:ttlil M for any depth of tsanhole is optional. FONT VIEW SECTION A -A
Sleet Grade per Sid. Plan 630 -0 -OC thea •
When D1 i;; 43" car less, center of shaft shall be -_ - 633 -0 -OC ,
t" •69" 10 3/4" located as per Note 3. 4 ,-i - Marshal• shaft shall be 4'-0" and Junction Structure
7211 ll " 11 3 - 0 4,. 0. Ie s
• bottom width shall be increosed to .4 -Q minimum
1 c 1 ea r o f face o f max. " : tttstbstt M 15 Use Std. Plan 1504 with 6 thick ring
Z" 7811 11 3/4" 6. REINFORCING ST1sl:L. Straight bars,
. 1iA„ 6AR5 Nor SHOWN Concrete rings L •, „ MIAM M> 13
„ - „ cunc•rete unless Shown otherwit3c�. Tie bars shall be #4 -en - and reducer per �- ,y__ _ _ „ - - -.
84 12 1/2 11 - Std Plop j503 Msrtlmum 2,-101/: with vcd slredr, -
spaced lg on. :enters or closer. Stec.! schedule t '1 D ogre shill be plated J o.c, E hors ',`hall be placed 4 ac. Tier bars shall be # q spaced t8 a1; al? 1Iostc,.
90" 13 i/4"
dl:•t�til��d on }�I.In. .,
' " 96" 14"
Z„ 102" 15 I/2" 7. EMBEDMENT ' I" shall be 5" for D*96" or less and 8"
106"' 16" for D2 over 96" .
11411 16 12" e " round a il lvamy.e.d s
teel and anchored
loo" 17" 34 a. , rl:ns sh 1 b ��/ x ,
not less than 6 in the walls of -the structure and ,
126" 17" gha11 project a minimum of 4 inc.11ett from point of
132" 171/2" emb�•dm. . Unluas otherwise shown, the spacing shall
13811 171/2" be 16" or 17" on center. The. 1grest step shall not
144'• l8" bl.� mare than 2 feet above the in)rert .
9. R1NCS, REDUCEIA, AND PIPE for acco,os she t shall be
seated in 1:2 mix mortar and 'neak.kly painted or wiped
inside shaft.
10. FLOOR of junction structure aha .1 be steel troweled
to sprinK line.
11. Bt)DY of junction structures, incl4ding spur, shall be
constructed in one continuous opgration, except that a
cpnstruction joint at the spring line, with longitudinal
k'eywav is permitted.
1. a
(IN.)
CC'l E "
VT.)
{'
(IN.)
BARS
L , P
48-51
at wayti :.. '
11
DE TAIL M `I� *
NOT � � s
4
40
9
11'6„
4 4 C' 6
15 5 4 Cs G
54-60
- -. EXP- 3/31/94 �
4
for D,t pipe of 42 or greater and InIol ptp4, .. O�
diomelsrs of 3011 or loos, 0E, C .1
I' - 8"
I 4 Ls
15 .5 5&G
63-66
�''1V 11� ���
'1r ,
,0 , ; , Q�
F �A�tF
`
40
6/-
,0
110
IJ 5 5 6
69-72
5
5
40,
6
2'-0"
17 5 5 0 6
i
75-713
5
5
5m
6.
t1
2,41
___6__P_Q_
I 6 6e 6
81-84
56
Ste.
.
21- 4"
_IJ• S _6�
15 6 60 5
87-90
5
-4-L
6
2'-511
6 60 6
-10 I
1 r, Q 5
93-96
�.
0.a
t±ONTANA
1 11
2 -7
iJ" 6 60 5
K 1 7e
_
• � Minimum 3 - 6 with unpaved streets _ When L is greater than S`-6" Is specified on i ovement pion, conlinut D bars of 6 o.c
(( I I
.. See Ngle .3 Sheet 2 I Minirlxrrl outside mpr
•r fees of r:on4rete Lengths shorn 'in table ort for longest bor. s. Where ;hotter bora are re4uirtd, bend a dA Io meet fitW rtq�liremenls.
• .
/ 1
Max. 30" diameter side.inlet Ix ( .
CL I ,J I � eh - round goivcn• Use Std. Plonl312 (Junction _ t I
In r GENERALNOTES
.,.1 iced steel steps Structure IIs) for side inlets I •
1-1 i - 4 o.c. > 30 ' diom4ter1.
..
„ %3 -0 I .� _ I, CENTER OF MANHOLE SHAFT tholl be located over center line of :form . drain when diameter 0�
/,e\ RECORD DRAWING
6 12 .—*•-j 4 1� E bors A 4 N b rs 3-0 Ionq
_, J �, _• " „ " L_ _... _ _ 1 is 4e'/ or lees, in which case * Ploce E bor symmelricaliy oround shaft of 45Q with collet tine. -
._... J = See note A • , •• Tie hors
.1: -1 . LENGTH L ono be incrsysad ons (I)toot max. atsoch_end to meet pipe ends. Continue D bcrs at 3"0. C. The information on this drawing is obtained from h
0 bars IN4 tl4p 2. . y g others and
• #' :. in ed s1re.N _ street grade ��. y . .
I t �, Payed must be_v�fled In the field by anyone prior to use or
LIFT DETAIL, . I R e ` et Concrete rings 3 DETAIL M= ours de hof nlonhok from slrtef graAt to :top of boll i ,, rase hon 2 b V2 Po.
._ _ .
d9 Inlet. elevotion •0
103 radius I_ pet Sid, Pton:I502 r 1 or 3'-B" for wt vsd strte)e construct nonoUlhic s►hatl os per` 'detail M • When �iarnti�r D _cons#ruction. HALL & FOREMAN, INC. is not responsible f
applies at this ''1� y ee >~, Po ,. .. p or
►; 1/�:H_Illliris 40 or. less, Cents( d shidi *411,bt located os per note 2
undergrountl facility locations or depictions. All above ground
NOTES: .
• . •. /polo t
.
• • •' • H THICKIyESS OF .OEC.K etwll. Tor when nsctaory Io provide teres :pipe iia(, but whets not: be iese facluts can readily seen and verified by the paries that
I. CONCRETE SHALL BE CLASS B. ..,. . �r,; bor ,•. = 4, itiat1 ioww vdws far T, as shown in above table. •
. Intend to use same.
2 REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD -% ". ,";: :�; -`" � ,T , .. yam ,
O
.,
1 1
�`I6' t unless - "
WITH HORIZONTAL A BARS TOWARDS OUTSIDE FACE OF r 'e ;i, IIEINfOACtNB STEEL shall bel round, d.krnled barb, 11/2 dear iron ecce d tcncr� e
II II`�F r. 6 etfi wls• shown. 51ia and lengths as shown in.obove table,
BULKHEAD. --i T T F-•• I'-4" for Mee Y .'•.r.;. E bate ��
44 et s
Pa
3. WHERE CONCRETE BULKHEAD IS USED WITH RCB, t & 2-Y" for unpaved strosls --U-- S-= -rn ,. ----0 bars 6 3TEPS WWI be �" round, galvonitsd slesl and onchore4 rRft Itsr< than 6 in the wolfs of the . .
ISA".BARS SHALL BE DETERMINED BY THE HEIGHT OF SECTION A -A `v ' 1.M T structure and shall project a min. of 4 inches Nom point d embedment:
THE R.C.B. ppy� "11 - Z.
M 11 R %um old t R.
4 LIFTS SHALL BE WOVEN STEEL CABLE WITH SAME MIN. NOS " �e�t 7. 1MNG3, REDUCER, AND PIPE for owes• Wwfi sNdlt be riewted In.•112 mortar and golly poinNd ..
O ,1 ,1 �:.. to 3 radius :.. K wired ineide IM ehoH
DlAr,.r.TF:R (d) AS" BARS. WEAVE CABLE THROUGH Two 12) inch deep seat to correspond to manhole 01 .-L.: -
HORIZONTAL A BARS.. COAT EXPOSED PORTION OF shaft out be w n !• a , j: SS .. 0. STATIONS of 11+atle shown on Irnprovemem pion -"Ply at censor of lihof1•, },� .
grout tea shaft and seal,I'llLLLL
CABLE LIFTS WITH AN APPROVED BITUMINOUS PAINT T, ,?. , .• y♦ ���®�.� Q�OFESS��
., . 1.t- iIc 9: ►100R of nnonl+oN s11ai1 be stes:-troweled los 11114:. 41. Q �•9
PRIOR TO BACKFILLING TRENCH.Pp. , ,,OMgs, F W'Ii04 r, '� BURT
S O}Z `Q� - 1 -ES IBJ S -F 1-) h\W � USE
S R*force floor for pipe 11J c� I r1%� 10. 900'Y of IrwnhroN MIaN be gortetructe4 in on• conlilwat� operation, except thol Cantract4t chats hove tM j>A �t� �� O t'�A
O 1 �✓ ♦ �. ' V W tJ 11 . bye ' � L.. I . O Y
Th,g L p \/h, 3 . E
. LU �5 FOR .N EXT l.b.R.� TZ
,OGt/a
greoter th1an 60 damolar �
*p IZ both No. 15795
L
•.
option of pwina a construction joint with a bngltyainol, lk4yway of the springing ilne.
9
4y � }� � c j � .0�
.-
Q1'Qt= .
at wayti :.. '
11
DE TAIL M `I� *
NOT � � s
1I. Deleted
-
' W m
- � No. 26229 rn
--..... .. - . - s� C1,10" . ����
Use Junction Structure Type U diarmlers
_
12. For pipe size• not shown, use toblad valves for:next larger pipe. •
- -. EXP- 3/31/94 �
N
-JUNCTION STRUCT U RE -TYPE �M C 0 CRETE BULKHEAD
for D,t pipe of 42 or greater and InIol ptp4, .. O�
diomelsrs of 3011 or loos, 0E, C .1
Ulff %knallon Structure Type U for ba pipe digmq.tors of 42-`t or �
� �
.DE -TAIL
��
_
�,� jC' : o . C. •/�l- A . .S7 -.P. l°L�itl /3/2 � .' /Z-C'fi C 1N CIS ST.D •
�-
greater .
11 9
and inlet pipe diameters of 30 or leas.
�''1V 11� ���
'1r ,
,0 , ; , Q�
F �A�tF
f
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AiL: J NCTION STRUCT JR
�- T , � s
=
'S '
A.7
AO�F' : 0 -C F -,+f, A .. 7-A. P�
031 - .
/
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-
-
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_r
NW
MARK
PSONOIAS
I
CITY ,OF FONTANA.CALI TORN i A
.
and Associates
CITY OF
t±ONTANA
.BENCH MARK
_
N0. 535
R.R. SPIKE
I N P. P. AT N.E
Engineers Surveyors Planners
C• Z7-yb
PUBLIC WORKS DEPARTMENT
Z
- V,!5,�-- RECORI2_
"
G�
CORNER
OF JUNIPER
AVE. a
3901 Lime Street Riverside, Ca 92501 714/787-8421
..
JURUPA
AVE.
DRAWN BY,
TRACT NO. 13332 -' SOUTH PARK
SCALE:
.
APPROVED BY :
/ -
i/t1/D QUT_ I�ETQ/L _-- -
"�'
9•�L•
R. D. N.
OFF-SITE STORM DRAIN PLAN
SHOWN
-
ELEV. =
DATE
1046.441
12/73
741-��� �_:x_ e - ---
�_
4A100:; JrdlZSF/T'.mos•
--
DESIGNED BY:
DETAILS
DATE :
_
J. THOMAS BAINE RCE No, 15795
N0.
DESCRIPTION
ENGR.
CITY
DATE
GATE
� A. T.
. .
REGISTRATION EXPIRES 6-30- 89
APPR
APPR
CHECKED BY:
APPROVED: `���
SHEET No.
-31-27-89
DATE :9
1111111111 —REVISIONS
SI ON S
S.D.d;
G/TY INFER R.C.E.0 2�'�2
_OF ���( IO e
I . 1 7
. 6AS I
.
-11
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