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ELEV,
STA. E'LEV.
--- ST.A,
SECTION A -A
OPTIONAL
CONSTRUCTION 4L
JOINT
t:.
TOP
L -BAR IS EE PA lAERN SHOWN
$ARSSVERSE SEE NOTES E AND 5
i
BOTTOM t
L -BAR VERTICAL
i
8ARS
CBtSTRUCTIQI JOINT
SECTION B -R
AMERICA! PfJ13L(C WORKS ASSOCIATION - SC3L3•T{iERN CALIFORNIA CHAPTER
FRCEat.;tc�Xrs:06•f t� *� STFiltf�fJ PLANTRANSITION �T��C 1 ��� Ad61�10
�i1r�,K; 41�fv►ti r'r&Nil�.�t� nj� _
CF) P<r. it;�:,!t C�il�t� �'rt:C
tnRZ SINGLE C B TO SINGLE I [ I�.+ E R B 341-1
Kell, tgA USE iNiN STANDARD SP±sG1!`IGATfONB FOR P>JOLID WOR" CONSTSHEET SHEET 1 DF
t BEARINGS AFS BAS ON THE Y E OF
LINcp
� THE NORTHEAST GIVARTER OF RECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, STAN BERNARDNO MERIDIAN,
AS SHOWN ON AMENDING MAP OF TRACT 13790, RLED
� N BOOK 250 OF MAPS, AT PAGES 48 THROUGH 155,
a NCLU3NE, IN THE OFRCE OF THE COUNTY RECORDER
0 o OF SAN MARDNO COUNTY, BEING NORTH 00w30724'
tN WEST.
BERIn
00 BENCH MARK:
� o DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
1 N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
o� INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
�o SOUTHWEST CORNER OF CHERRY AVE.AND SUMMITAVE. 101
°rte FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
,u' FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z� ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
c
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. ASTANDARD
� o
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
m
384 t't�t► iIS�'f
o J NAND 88 - 1508.56 (FEET)
NOTES
I} THE IiC9RfZOIr1TAL ANGLE 4I~ DIVERGENCE QFC CONVERGENCE, 0, SNAi..E.,
NOT EX4G.E1J 544:.7•
2. THE, REINFORCING STEEL . BAR SI.2E. SPACING AND COVER OVER THE
5TEEl, OF STRAIGHT TRANSVERSE BARS IN TOP AND 84TTQhl! SLABS, .C1F
L�@ARS IN TOP ANDBOTTOM CORNERS. OF STRAIGHT VERTICAL BARS
1N SlCiEWALf_B bf+ID/QR LONGITUDINAL DlS'I"R18U'i'iON AND TIE BARS IN
TOP ORBOTTOM SLAMS OR SiDE WALLS .SHALL BE THOSE OF
iYIIfCHEt1+rER ADJOINING RCB SECTION PROVIDES THE GREATER S'€EEI.
AREA FDR EACH TYPE. OF BAR AND GREATEST COVER. THE BAR LENGTHS
SCALL VARY UNIFORMLY THROUGHOUT THE TRANSITION,,
3. THE "i`#iIQKNESS. OF THE WALLS AND SLABS : SHALL 8E THOSE OF THE
ADJOINING RCS SEQT"iQN A7' .EACH END'OF THE TRANSt`t'i4N AND.
SRAE.t, VARY UNIFORMLY $E7WE.EN THE TWO ENDS.-
4.
NQ5:4. = 28 MP+a (4000 'PSf) AT 26 DAYS AND, THE C4NCRETE SMALL BE THE
AME fliilX AS THE ADJACENT RCB.
5. ALL STEEP. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 4601
BILLET STEEL G£3NFORlVfIAfG TO ASTM A 6I3 N4 (A 615) AND SHALL
TERMINATE 40 tem (I 1121) CLEAN OF CONCRETE SURFACE UNLESS
OTHERWISE SMOtiNM.
oa. THE TRANSt'I'I0N STRUCTURE SHALL BE k+43l+tSTRUCTEI3 ih1 ACCORDANCE
WITH THE STRkICTIdRAL, NATES APPLYING TO RCB STRUCTURES SNIQiNN
ON THE PE#QJEG't` DRAWINGS.
7, DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SMALL BE AS
SI"iO1+VN ON THE PROJECT DRAWINGS FOR SINGLE RCB STRUCTURES.
0. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT ENACT E'fiUAf.. VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC 'VALUES. EXCEPT
REdNIRCtR'trlNG BAR 'S12I:,5 'f I+# ENGLISH UNITS MAY'BE SUBSTITUTEDFORiVIE'I"R IO -BAR SIZES. 11r ENGLISH- UNITS ARE USED. ASL VALUES
USED FOR CONSTRUCTION SHALL, BE ENGLISH UNITS.
.
�.w
PLAN
f21•IAFT �Ef�T SHOWN
LEGAL DF13rP11C)N:
BEING A SUBDM3iON OF A PORTION OF THE ST 1/4 OF
SECTION 23, ToWNSHP 1 NORTH, RANGE 6 WEST, SAN BEFNARDNO MEHDIANr
counrnr of SAN BEANAeolNa
DIG�LE►T
REV.
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ISM ENGINEfffi
LOR 43EDTECHNCAL QROUP NC
6121 QUAIL VALLEY COURT
RIVERSIDE CA. 92907
Ph: (951) 863�1
180
Fax: (951) 853 1747
REVISION DESCRIPTION
DATE I F.NGR. I CITY I DATE
B OR. Ct .�-
-SIZE - SIZIE ANo SPAcINO O;F ;STEEEL AS. $I40*N ON'PROJECT
DRAWINGS. E P .''HAT S BAMS -Off EACK SIOE OF
SHAFT SHALL 8E NOT SMALLER THAN ISM 0 100 rrm,
A 05 0 4") OC OR EQUIVALENT
4-',
■ li i.. 1 ■ 1 .i-.. .1�.
SEAT#DN_A _ A
MANHOLE FRAME AND
COVER PER STA. PIAN 630 -� r -Sl
taxi► ttsm #fa 0 411 OC t13 OR C
* 1.5
PAPE SEAT -0 lill
.OMIT FfLLET
UNDER SHAFT- fwfa
STEPS
SECTION B - B
TABU~ OF VES I`OR M t;aim NOTE it
S
ECTION PAYED STREET 8ihlPlii�{} S TiEiE;
MAX. MIN, MAX, MIN.
28Z axe+ili'J �1? (IS f,�Z'f 410 rnrr+itlx`1
as
S B.J4'iiS 2:I m t'i'..Cy''� LONG. 100 men t4*I' dl£.
OF SIZIr'SNOWN FOR `TR>ao►HSifERSE STEEL.
@UT 1!tQ7 SMALLER THQM.i5Uts5f :$ARa>
WARP
THESE OARS
i€SEBAR$UNDERRAMS-iiiAT
y4VQBEEN CT FOR pHAFyVPERINyy.
STREET GRADE --•1
i r-COFCRETRiNGg
PER S7Va324
P.M!
IZ 9 ttttlrrJ t Z5 rn;1 I S"x
1"! RING -SEAT ----- ; � i
OMIT t?i.R SHAT--�''�
y.
ITS rnan
GRADE SECTION C �- C
F SEE NOTE I
r
s
�
STD. PLAN 324 -
�
4�a
ISS trttst it 50 15%
2'1
384 t't�t► iIS�'f
lll
AMERICAN I"'UE3LI(GWORCS ASSOCIATION - SOUTHERN HAPTER
C
CALIFORNIA
Vf �
l�iu'IE= �%k�c_ MANHOLE ONCRETE :O
�
���►�
STOF�M DAN 323-1
Usl~ WITH STANDARD EcIFICAMNS FOR PUSI.Ic w0 Gt3NSTRLaCY10
384 t't�t► iIS�'f
�_._. _.--•----- - 1•Yl�t ull F', �H2F,7 rnTEy
r.-; ;r rnwrr : (i11TF Tpstl rtsc.L•rct un_ 1
lll
iv
NATES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BQX IS .ESS
THAN $67 nam (2'-t0 I/21.I`QR PAVEf1 STREETS OR EO►fQ mm {3'..60) FOR
UNPAVED .STR.EETSi C{3iriSTR11GT SHAFT PER SEGS'#DN C -C.
2, STATIONS OF MANHOLES SHOWN 4N PROJECT
DRAWING, APPLY A'i CENTER
LINE. QP SHAFT. ELEVATIONS ARE SHOWN AT CENTER. LINE f?1= SHAf='I',
3. REINFORCEMENT SHALL.CONFORM TO ASTM A 615M, BABE 380(ASTM A
6{5. GRADE 40), AND SHALL TERMINATE 44 mm (l 1/2Y} CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
4. STEPS SI~lAI..L CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS, S'HALL 8E LtNI.Ff4RML.'>f SPACED ESQ mm {141 TO 375 rim i15`I 0C.
THE LOWEST STEP SHQE`.t~ NOT BE fN4Rf THAN 640 mm (241) ABOVE THE INVERT.
5. MANHOLE FRAME AND COVER SHALL CONFORM, TO STANDARDI�l.AN 650,UNLESS Q�'I"IER'iieilS: SHOWN,
6, MANHOLE SHAFT SNAL.L. Ct3NI"ORM TO STANDARD PLAN 324 UNLESS
OTHERWISE Sf>iOWN.
7. WHERE A
MANHOLE. SHAFT
KAFT - 900 mn {369 WITHOUT REDUCER IS SPECIFIED
REFER TO' STANDARDPLAN526a
S. Wl+If=RE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 32$.
5", WHERE A PRESSURE MANHOLE SHAFT - 91-4 mm I36sI Wl'6`H€3t1Tr°' REDUCER
IS. SPECIFIED REFER TO STANDARD PLAN 323.
ltd, DIMENSIONS 5:)'H4iNIfi ON THIS PLAN FOR METRIC AI>Jf3: f;Ni;L1SN UNITS ARE NOT
EXACT EOUAL VALUES. IF METRIC VALUES ARE USE{3, ALL VALUES USED F't:IR
CONSTRUCTION SHALL BE METR#Q VALUES. EXCEPT REINFORCING RAR SIZES
IN ENGLISH UNITS'MAY BE SUBSi'6TUT'Et3 FOR METRIC BAIL SIZES. IF ENGLISH
UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION -SWALt. BE ENGLISH UNfT:S,
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN;
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT -- 900 mm {351 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WiTI"l ECCENTRIC
323 PRESSURE MANHOLE SHAFT - 914 mm {3611 i4'ITFI4UT REDUCER
6 30 610 mm i24"f MANHOLE FRAME AND GIVER
633 9<4 rr3m 136*} MANHOLE FRAME AND COVER
635 STEEL. STEP
636 POLYPROPYLENE PLASTIC
STEP
AMERICAN PUBLIC WORKS ASSOCIATION- SOUTHERN CALIFORNIA CHAPTER STMtaAD PLMr, mc
AN
MANHOLE - CONCRETE OX STORM DRAIN 323-1
�-. 'd" Dans, for ealrf`h. covers lJG to and 'nclt,dln-Q 10'r0"
12' 14' S�:Cn 4' 5' 6. 7' E' E 1 Q` 12` 14'
_- �-.i}'.-. -- _, --- ----- -
.��n� B. t1u:r�er Z 8 9 iJ 1i 1 !i i5 Z4
r1 b• 1 � R' w'Ii.' 12' 1' `3'1:' 1:'.' i3' i,` I
HE 1.:i1T _ � _
:• ri' ' 20' loll -2c, 1 ��' z� •' 3c'' za'
EaF-rt raver 1 .-�:� �i r,'. ;ac' i nrt ?a` tla' �2f3' rt>� zc' 10, zc•' t ..w�J'
vraxi; mklrn '70-7151F n' n' ' • _
Rr�t;f•-__.. BII � . 1211 4- a" U" i•g'� .0 7.911
i ! ! �` 0�; s" T B, 12�' ljl' 12'��ir 'g'1- y P" :'1r' 9J2' i �"`••'.1 1 #'; y '114 OV71 1 -4 14"' 10" 11.. 14`
r g,l yl, .B - �, �•_8��^9° � lilt'. E��..15 •
1h'aits iv. $!1y111,tIf,1'•b'' "1(I' •_AI:��t�11�w6�f'111/' g" '7/" .11' 15"9�� 11' IT}�',
1Y%2 12 =i 13"'Ib"13" 1fy'lz�- 1C'14/'t9t-0?�' i;,rflsr•�1'111S�t1�h' 1= .
• ; � �
.iTll X11 ,Il 11 1 1 N 11 a 11 11 11 11 11 1 X11 1
10., 91 B�1 iall,^I' .4 a 1�J 8' 1�• 1% 4
.Im 4?cGing 13" 12" 12" 11� " tL,,l:r l' li. 141. lr. c" !0" R< 1�': 5' 1t] � $ 10 _
..117
4F?; ��r .:? #G t #1 trl� fry #4 •�• #'3� #i #b �i =6 �f ; =o it? 7sG rr tth 1►B sT #T *7. If ,�7 #7 t17. "#7 _=7 #E � •7+7
=r;=5 1",T w� #r tt �:•r � f. its ! n=i' FT iTi 7tT 'T7 #� nZ tt7 ir7 rE r7 x� Ti. ;SrB lrvr.-- -"'i5
#fi #7 #6 :? : �1fi if? ilia.; #'r.t to l #G #? Pw' #P'= #F f tPG 4-1 �G r.
� :. - _
b . 3•-9 :�-7 a-.9 3-? 1 4 3 7 4 4 d 4 4•4 P -9i 9••'r_ 3 C 3-4 �i [ 3 G i 6 3-6�•i-� 5-6 4-G 9.7 5-J •, ticy_, =E
3-32-1 4j;t,
� Q'.mr:nsia- '8' =act-lntt�.2.11 2 3-5 i-11]-9 2-11 f-9' Y -1f 5-7 '+�1 3-� 9'-9 .7
,� G•iin�reifln "9■` '-aet-ir�a; -1t? c-� 4-1 f-�'.�-18 3-� 4-'b 5-0 4=l- ��5-d 4-7 4-7 6•'4 •-t0 E-? 6-7 ti -2 6 � •.#-t1`d__i•- A-1'. d-+.1 4-i 4 -ii 4-'i 4-4 h-5� 7-t -fit H-�e -I-11; a-4 &-G G:g b -.Q &-ll G OK -0 5'fl1G 0 4.6 11 spa 4x3:1
r .�: #77111; tt•? tt6�t .tt r tr7 r7 WE lr; . _;. rig Z , #6 � #T iT #7 •tt•T .>+7 -t7 =7 t u"► •u� u7. 47i air 1:7 p7 at7 u7 �7 ; 118 si8.1 ala p8
Go -:.r .ir _ 6 # n7 r7 �
il��ensa,�r�'i' feel-ItF:lr,� 3-9 ?-4 T•�� a -R.1 f •�_E f1-2 4 6 f-.' 4-0 f -f 4-li 4•4 3 -fl -8 1 5-7 tl-1 5-i.tl-i S-' 8-1 �r-•7 3-1 _�-7 4rQ�9 t E-9 a -A 5-145-': �-G a"=4 8-114-4 1 B-1:•1ra-5 B-11 5-4 �Ir�
Size 5�t- #4 #9 #1' . t4 ; 4f•4 i!'4 �< ? =-4 k4 k•4 �S ?I.5 ai 4F•1 ' 44=4 #4 *� #4 i �4 :*4=4 t15 #5 •F= �r5 t� t T9 �� D3 �_� R F1 #01=4 I a9 I #+1 =4 ' *5 :#6 i �6 #6 46 ,
wr.... 1 �
40.7 -2145.4159.9 ?ii.i!'r•1.A 37.87?,1 �R.3 45.9 0a_i a9.R�f19..1 ,-,y�..O?ED N 1rEj{�i
3?_' di?�? ?G.E 37.7; td.3 44.1'31+. 41.9 32,? 3t,5 4g:ti SC I
29_5'14.33 .'S.b�?-0:S a f.E � f1.! 3.?-
21.625.8246.0 31.1)
Ce�crete Ct=1t_F _ 1 .._ . •
41 9 =x.74 q7 i 449 7.'L2 44ar,°`? 4d�153fl �=? 59G 5S (kfAS 5�C'�1ti3� nQ•4 i a'3
31 X1327 2B5 36Z 353 Ap9 366 Z0�4d2 413 424 440 4711-45315'14
Reinfarr.:e�nFrt L6/LF ! 31 267 233 285:26G S2S 36013A9 36013733601373� Sian/ S
Soo Nota 5
'+I•i.` 'see
1
1
1
s11r-Tz
AMERICAN PUBLIC VItt3RKS ASSOCIATION y 3EitBTh{ERN CALIFORNIA CHAPTER STANDARD F11 -4N
TRANSITION STRUCTURE341-1
_ r51QD2 Gat -ti r- ' raver I' Z
� Elco•
[revert I rn I �.
+ f. 1.2v �-
Q I
v i 514
} ti�rTRr�.!'EZO if" :L INVERT
� IN e R T �
ALTERrattiT'a_VE LNVER
+SN
See Nile 94,-�
�." NSh !'Islets
rjp t i nrc] I f,rntit ,It -
t 5cc Nate. 4 ,-
� � ■ r I T-
-
ifI,a.,
f;l 0.
•- � �' Cftfl:,l-al •const I 4_ An
r.q I.dl.. >-
-4 barF. 0.25 S I
bore -'tiQ" faUa's_ •
or 'I
� ,n�n htn•t�
I � -for ccye- over Ick=a11
-le See
Sfle 'hat �
Nctn,�l -g 2i1
.#-0 �.• Vii. n7 1Uux Clr
�r
gyp RCg' �„ ,_,r. 1 Typ
at•terrtcti�e
CnrL4t. , J+ Cuns t Ji 141 ttrna� l ve .
' CorEat it � _
it See . •Vo I e ,4 , Ccr•.st , .J1
r bjr'S
-
i_
T? 1 Sian Il�lt I 11 �
► 'ii ��n:, ' .1�.
TY�i.e�.�L SCCTI,ON.
Si^'ANS ,Ia •THOU 8'
TOPICAL -C�EGTION
1
FANS 10' T I sRll 14
Mn (a 6
----- r
S t a -e •1:1 - �
1. i
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WiTHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH INA
DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
SEAL -ENGINEER
Q�F�ONq!
� gyp•
9rE OF C A/
Insert
El$V
a
S
I,b• �..� � �� /�"c" bars f,
� n
See Mcte.B L? � .• �' ' • , � FLAT [A�.'sti it -to
V
FR-
i
i
R:.r..lra r. tti•t _ rl_slrtr.crc
f� i7d Fo[[S1[�
wry 1
tz..:.(1 PPf1(UYJS- UAIt ,
:+`tl L1 .; aYILA IL],�C!•i(C:C (W (:.I3 C•_:i\qqf-�ip� � ./ t��.�j,`�1
.a an�cYdtrcal e.xfi adt; ca.rhl. tY :Its l,tti•: 'x4+� u ry
14 jYJaG A OQG'K ." Al V4 h�NO.n,4.04
TS
ROOF 'SECT"ON hotr^S:
SPANS Qf HRU 1L41. =of I?4Xes.with *pon )r K ig-i drts :hnn ctriy aY thntt shw*ti its f0ble,
osenoxi-oreota?r.,;Zo l(rx-r-nnrritta cir,•nansirm3 and r'e.':n-a-Crhlelt1. 4d�a
I`'1Ei SfYlLafi necessary ch,rangas ir< tsar ltx.7gtts� and [;uantit
2. Quarti.tles ore approximate -and far dry igtl per Poses L surly.
3. 701- 00XeS WITh sport or hc1g'IL ur cuve- greb+er ti'utl :ttv�e sl'turn il:
TCD I8E'. a-eQ9Cld1 Catign i�. squar(3d_
j . lt. lb,perniesl0I9 ro':a,itninata tiro '.19b' ti�olcs• an every bar.
} fib' bLr i . . ens Ib - 74 gni
5. B' b�r6 era c-, hal . sipac; {s� f)._
v[t - f 6. ..cl bars. are .a- r�aI .pgciny [spOms 14' = ,4'.:.n,ty)-
{ 1•. Provt*a paving natCh t.hn(: -tsP :R 0xp'3sec enc wizen_ pavement Is pari't:rmd
carr-r-c7m, citta D:IiLt+t't-UaA-itle&'..
8. or dozign nrd Cetoile stat: ehCrin, sec-.St:andcrd.Plcr, G82.
a • c Cars 9. -4r fix jacaC 7aPa l:ra� idt< ii•9 w 1 =6'.' .each way 2'-G" lqp :.�., dar-s. Cr
fE .
tuft GDGn-Qf7C a:ijuc�l, STATE OF Ck'_IFORM14
,Ic' ❑are r.� DEPARTMFt11 .p1= TW&W; r.4QTA71M
�it4R hlntt . S.
-
CAST -IN-PLACE
1VALL $E1..':TION REINFORCED CONCRETE
THRU 14 1N LE Bt'iX CULVERT
NO SCALE � D $ O
AE11CASC
DRAWN BY:
937 SOUTH 14A LATA, SUITE 500 COLTt7N, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY-
C.M.
PREPARED 8Y: AR/C MI TORREYSON R.G.E. N0. 66068 CHECKED BY:
EXP. DATE -1 o s-30- s
A.M.T.
" DATE: ffit4
�
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENTS
DINCAN CANYON ROAD
TRANSRION STRUCTURE
� 7 SMIQLE �O SINGL
E RCB
APPR D BY.
GI Y EN-GINEtl
R.G.E. 51152 DATE:
SCALE:
AS SHOWN
DATE:
APRIL 2008
DRAWING NO.:
B
4404' 6
TOLL FREE -qqmmxppp'