HomeMy WebLinkAbout3444-8WD
el A'
CURB bPENINd
E W;3 teaCATCH BASIN (S)
W
z0
13
:CURB POINT A 450 lrruii. ' -
CURB
(1. INT B POINT D: b ..
POINT C
Sto.:--. yqt, �.. OUTIEE
POINT E
`cW� �-i'OINT F
¢: 4---b.1AE0bN, OF FLOW
o N K-
z.0
1
_. POINT'4
W
r7 aCURB OPENING
W
E n�: CATCH BASIN (S)
E�
g S
:3 z o'
CURB POINT A: ''
T.
-40
06INT E.
LU
PoiNr
bna r" OF FLOW -•-.
z o N . ....
PLAN
CASE. .A
g'PQINT a; .�
a ly.
6• DIRECTION OF: FLOW
L
FLOW LINE:
-+- �bIREMf)N:.OF.PI.OW
POINT D
POINT :A POINT' B POINT C.
f.LOW LINE'
FLiOW LINE: PROFILE
CASE B.
25 Mtn: t11: 150'Mtn' (B') 25 mm (10) 150 MM.. (60)
25 mm (11) 1
i
SECTION A -A
:SECTION R-8
.SECTION (".:_'
AMERICAN PU8LI0 WOKKS ASSOCIATiON:- SOUTHERN CALIFORNIA -CHAPTER'
PRRWULOA TO INTMe
PUBLIC
LOCAL D
DEPRESSIONS
:CURB
WORKS STANDARDS INC.
GREENBOOK.COMMTTTEE
AT CATCH
..
...1881.
R 199e
I
ih .
i
SECTION A -A
:SECTION R-8
.SECTION (".:_'
AMERICAN PU8LI0 WOKKS ASSOCIATiON:- SOUTHERN CALIFORNIA -CHAPTER'
PRRWULOA TO INTMe
PUBLIC
LOCAL D
DEPRESSIONS
STANDARD PLAN
WORKS STANDARDS INC.
GREENBOOK.COMMTTTEE
AT CATCH
METRIC .
313
...1881.
R 199e
:BASINS
.:W:1
SH ... 1.OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
:AMERICAN PUBL.I.C: WORKS ASSOCIATION - SoUtHP-na CALIFORNiA CHAPTER:::
STANoARD.PtAN
:METRIC ..
X13°_1
.. � :
��ALOCA DEPRESSIONS QY CATCH : BS IIS.
,.. .. ; . , ..:..::
1 (
I .SHEET 2;OF4
K WI_� K I:- I:r'L' 'V f�11
W CURB OPENINGI I- - _..: - - - - -•--
-
I
CATCH BASIN (S) ( I I I '
W � �• L L r- I' , ,
::, Q /y : . . •1•' ,• ,•. I I x,11 ;j'r r •.t itl' {, I „ I 1
_ '.. it tA..�z�= I � •• �� .•.I. � I(�}( 1 ijl t L',- fl �' I li ;
_ :1 '.I• i ... ., "I _ ::1 ,' r� j!S t, ': ff I ..:rt. (iI II r�� I.
CURB;Pl`)IiiT`b
� [r' • { , Ali Id ', f � {r f . I� I
.. •.
POINTE PLAN'
_ '1: •II. .E i >1 i , LI 1. :i:•' ,.r:� i I( t tr��.wCr�i,:���J _
ii c�. �
•C1 , '�'•'•'•'' i
= E.. E, 1_
�
i .0 E.
+ 9 F ; t i
•s , 7 ., `._ : 1 ., l .'(a:o = 1L 0 ]I t , ,; 11.
K*
i r
CURBSIDE ORATING //yy�� �'�'�(� 111
'g' , t I_,:,I.•' 1. '- �. - r VVRD Vr"G,'111R7 i_ c,rl
o z o I : cATcN BASIN (s)' tATcl1AS1H
WITH G'RAbNG a -
_
1
CURB pdiF�T C �Tkq/j/ ;j' loll i CU//oH
'� . S `I��)� r I -I �; I RL�I}';�•���b'�af Llf J I�' jQ--. �y I .. {
.I I r �, ,. � � •t 1I I -r UJ1rL�L'� IS
t
J �.
POINT B - -- -.' -••- _Ir.. a a -
POINTE POINT
1 R
T
CA� ,
t : •I ' I �Jt I ri � �11I I y - �
r ,rr uI
K, - - D I ?:, -1 : I _ , I'll 'l p {h
I:i7.
1 k 1
I
I ,..�:l.-II-.l t, I:i",
.ir
RA8IN WITH GTING (6)
I'AND DEBRIS SKIMMER
l
_
1W - ✓. .l , I E . i rt , 'j 't • ; ,I _, r.�'•,, ' I'. , ;: ,
'E' � ..:..:, ' :.', • • " :'( ::• `_ r. f-, , j,.li.r
;1 ..
'' � � � Z �'. '.i _ 1 ',y. ; r• �I, ' 1 I t :t is , �� ' .I, ,. � �
' : '},G Y• ` ^ t ''� , I. i "!�. y. �•! 'I i '•t Ct ;�
I t „7J�41 J f ir , -,r
j 1'.•.7I
� _ .. ..'• '._. :-. :. ,y-.r.��wi Irl 7 5'.
CURB �A I 060 :6 I 5 ,' J FI (I'�U. ;1
�P .. CURB OPENIN6 CATCw BA51M
C WITH MANHOLE. IN STREET I .
POINT B t�J * { III
1
ti �- ( ,
-` - � .: -. :.: � ,_ ;I...•. .: .,�. ,, ' L I I I ,{ r L I i i .. it I r'r 1 _',
POINTE �. - I I ,�:' PI
_ POINT P I 'POI�1T � ,I-
111 N f E
PLA■ • ., I _',I.,
W + bIRE CTION bF PLO�+V - W _ J I
CASE':. C i _
K WD, ' I LI
�•:•4 V ,. I .� 1 J
:.,J
r •I 1 .Ir , rl , r , (
I,..... r. ''il I ,'t• iIt' �F.IIi Iij�4,L
_ I _ PINT 1 O
(CASE E) }�`�3'`J I L0 LNE� ' ,r
FLOV11 LI�VE,.i+ROFILEt (CASPOIN '1 4
POINT, B _ OW'.":LIN
7
(CASE' E AND,; d) > �' I�, i"I� ;raj I r�i
(CASE F AND G) - :,C+ASES',: E 'f ANDG L ... r.
:l , •. '.. -- - f
7
AMERICAN PU�LIG WORKS AS$O.CIATION.='SOUTHERN CAI�IFC)RNIA CHAPTER', �
STgN�-"" • ' N' {
M
l.l��... t (r.
1
t y -
,�. CI .I.4. .-{'.l: ,i� I r'Ii.L ,N .'1._ �. � .. 4', !sl.' r:,- r- -'.r•'
' �:OC�1L�= D�� PRESSI.ONS�'TC a8. �il� 1
rl 1: -I
- (:' l• ',+.-• t y: alai - :, 'i' .a. .1'L" 'll' I r,y;,p-«
-S.}• � 1' � I - - ,�;'h - �> :� _T. 11 l:
`%f-� "1..
I
:�'
���SHEET��dF'4: .�
'.t7• -.r,. 1. : �. ,y; t-.Si'�:, � ..,�.,,. '1;=,'':tL� .,, 1- ., � �t,t::f '
308-1
i I' 1 , + , r ••, �r ,r 1
, 1 rrJ I' ' t'T til ,I r
-
I �(� _ 1 I :I j1 f 2.t.. i!'r:; r. :.I, (♦ i Jr 14
s; I '1' ,ALL EXPOSED EDGES SHALL BE ROUNDED .`TO A 15 tr1M (HALE,INCH)
-t.� .� _-}N ,,.. , r....i' ._;.-'.'S+:r •.w 1Lti Lui.: I' -t. '_
:
' I 2 THE CURB ::'FACE AT POINTS A AND: D SHILL ;,BE THE_ -.NO13MAC CURB:: TACE ---O- ITHE :'A(3JAt;t=
THE, CURB FACE, AT:•P,OINTS -B AND''C SHALL::BE HE .NORMAL'.CURB: FACE,;OF! T E'AdJ�KCEIVT CURB lr`
;.I;'.PLUS N ,.(SEE APP61CABlE�•:CATCH�!
..-
1 IN,-=EX(STING;'STREEtS.WHERE'NV',`pAVMENTREMCDELiNd IS::_iNt)iCAT�b;'THE'LEVATfbNt,bF�THEAIr'f
OUTER :'EDGE OFi,7HE.,LOCAL DEPRVSSION''i'SHALL MEET; THE FINISHED,'. STREET
- 't I.l�i' t- -,-, -: i.1,1 �'',} �: i'��,t,1I7/�Iyt� t��. ••;.�f.',{�,•�y4 :. c.r:�1-., I._„_ It .. �.
r '�4�:I IN::NEViI .5TREES, IN EXISTING' STREETS ViIHERE PAVEMEIV�•;'REM�tIELiN� �S:IID.i
J L
-: r.. � „ ... r ':.. - . J ... -. i - I•: LJ _ -r; J.''i ��'�= I , "P,'i=; It! ',:' �' �,i L, `�'-ii: r�t.�:- _ ::ii:� : '<:
-THE-ELEVATiONS:tiE PO�NTSrF, AND: a:;SHALL BE SE'L; H�,NIaHl7 THAN' THGUTTETiL``FLI}1�i-LINEr�'
ELEVATION$;'AT POINTS',•A AND D RESP,ECT1VELY
,. N ' ( G..LI,IIIII itE`: LOt\�. Lll
S
TWE . ELEVATIONS : OF POINTS ..ly AND 17 ,SHA L, ,
HidF��B, TNd H E
I I _I •4
I
C
I 1 ELEVATIONS AT POINTS' B ANO C, RLSPECTIVEI.Y .� I f' i t I r r ,r.„ i • =':= s��:�-t. - � -
ii' I ,i• ' -, � 1, 'fii-:'Li .I '� I �:.,' I I-•, ..:,. J- ,._ � _!l_,'-tl li r._ rf• ,ut ... �.I• .r.;: =::u it _I ,41:1ti1: _.:l':: : { .::
-
THE ELEVATION OF„POINT S SHALL BE .SET H' HIGHCR ::7IlN.; �'H.,i=L�VAT)ON At T NE�kI2E�T, ,
Z _
I
I
r
- - l ,. 11
GUTTER FLdW ._.LINE. I �� :'. ''' -,, �:, [ �' ' - '•..1'� l; , It ' I �iJ=� t ..
.t.. i �..,,:. . ... r .. ti,l, �,: tI�V 1\ I.il:-�1}'•.:::i::- � ' :
WFiERE;1'HE"RE iS NO: ,?SU't'�EFt dDJAOENT `'T0 _ 'H LOCAL`,:1?Ef R IySI�SR; THE.; ELEI�ATiON
E SHALL BE SET' HIGHER''THAN .::THE ELEVATI01� AT' 'THE NEAREST! TOE 'OF CI1RB IST ill I I R'
_
5.' DIMENSIONS
.-+. _ {:: ,r, :I;t _ I ,. �aI .l.i rti t„1 -'.v .:j .-•u•i. r.:!�r.,u:•.�•..', 1.I.�.dl.,..;• ,
- •fly r.. 1 S �J. I
THIr ..PRQ:IECT PLANS��= �: I k •;,:::I•>,s.:.., yr ; . �, �:..:;_...
NOTED ON THE PROD ECIC PLANS: r'
..1,.'' '.I • I i. ; I I :, 1..._ 1 , -.i , I'!1'�ll t-i:tii_Yli 7K 'a.'.r � ,I , ' i :F_!..:;:::isit i �=�::
NOTE�1 'CSN' THE PROJECT
-r',P
I. '� � ' : I � }... rrt,fe;.i,.• fli Vii::: crii=:iiis•: i:_ • ._1 . I,
•I n 1
111
•.1- ,- ,I.,I I L t -i J;al_ ,.I . • -I•c'4'. _
��, ',, 1 � ^all .'} I. ;1:'.}, Lai L-- -ilii "::=i''; i:.l.=,.�aaa111���...JJJ •'v.t• Ln:'.
{ r ,,,•••��.��'
Ha ;:NtStED ON THE PRQJECT ''PLANS:
G 600 mm Feet) -- z`
.. �
I ^
K, 1.5 m (5=Feet)
I ,
1r'a• _
..� .:. � ' {.IJ I: - �-', , I .'.: :1.i_
L >m l.g m (6 - Feet) > w 1 t [ �I
4
M -� :'1.2 m (4� Feet)
,.. �' • . -:r .r L1 .tr, `I I 1 i ,. ;, ,t,,:.,,� ;,,'-.�,_,1.. _:::
t r . .: ... .... .. .. ...'., ti f � t I _ :. 1r r•I- tr,,, ._•; {... a�L- , ,.:_1 :' I-1_:.
....
N : L5'• ih : (5 Feet)<'-:�:.:;t:f. 1�..,__
' A tJHli BASiN::, dBs bISTAN��II BETWEtrN'nEXTR�!iENO�`:VSfI�:
s I Wo CATCH BASIN w; Fob _
ON C t 1 f• T r a - t [r•I ! . _ -
FOR MUTIPLE CATCH,, BA'$INS+THE, THICKNESS OF .THE. LOCAL b RE Stt$�1, SHALL BE
L
::� � : ... _•.. ,.. - - til••, '�t'+ im t', �:.a?I+•'. '�h,r.
6:;'DIMENSIONS .. 1, .. .I: r.
IONS .SH6WN` CN THIS PLAf� AOR'Mi 'I RIC AND t ENGLISH-UNITS.i,AR 'NOT-, E AC>pLY, (�11
VALUES; IF METRIC UNITS ARE ;:USEDi. ALL .VALUES_:USED ;;FOR,: CONtT-RUCTION,-.SHALL,BE METRiC;a
VALUES,EXCEPT ; REIN FORCING BAR SIZES IN '-ENGLISH UNITS 11VIAYRE SUBSTITUTEDDR�' METR(G, „�J tier
-BAR' S(YES. !F ENGLISH- ,
NITS AIDE -OSED, AEL�VAL(JES USES FOR tCOfJSTFtUGTION SHALL, 9E Efd(iL1N
1. .. - {{
.. •,t .'Y77
ALULS'.
f1 i:�J L I I
I '.; i '. e-.•. .Lets, •F it i .r r,J tl 11 I � ` � ' L-11 ar{',4;�I h '
.L ..., .• :.-, - - ,ti �, If i � i •r 4l a�l _J ti r t ,.,r Ir r ' I
, Irl - ! � -' , r � L I LI :L• [" I _ , I r, �: :.: f r;( , •ti :_ ';'_ .. �_._ .:.:I' _ t
:: I IL'... � -. - - . I :'ry � � Li; I �. - a :; t 1 ii rt - ,',�, 7:.'_:': • I:
,. �..: - i : _ •^ :_ -ratrl _ J iJ�,ti_'r :,rF., IL' (';_:'::,,..
I.�_i l
I ti
_ .. :•'�..'. ';':'i; i �-:,'= ., ..-I... , ,. '�II I --r::,tl.i r_ il.'i rl Ir.:Y ,L!.., �i._:iz_:i:Y'i::':I1:"_:-.
f _ 1 J Ir ,• 1 r, 1 1 r
...-I - F.!I '..• I ..iii.., .r:. _, .. .. ii. �:; I.G.; : t{J' ; � I II JJ{. it r: I 1
' • l;. '- r .f I:'. li - i. i, 1 I l i 1 I J ' , " Y r ' � y .'.
� - I �' � � T•a- '] ' I I 1 I J j 1 t ti. 1 I l r M� L r J t :.
-
I
':( �. .. .. _ I � I _ I t '•. � I '� � , II L Irl. ri'lr'_ :' (I.lil, �'-,,I � �� 1� t ', i �.
-� I.. _ S •_.•_ �' , I_ , -: _i I ' (''� y ��ir L.]' -L r. i:r 'il I I j,F ?; __:,. .. 4 1'�
_::i .i k _'r• .. _ _ - ,� 1 ,r L,. 7, .moi Itl. T' �, '_I' ] i-r'L,.cl i ,!F': TIS-Jl�lrll: •_!::"tr 7
i.l ,.- � •' _ kl. i4f , L I �� �t -t , r i- :'ri L- � 1', � ' {'
.I : , ,. .I i. t ,,t , �; ,1 I I I I� I .} ' .11„- �) J �'}-1 � 1;;.1 .i-_�., r.._ .• - r_i.
i��.l,, w. r - I ^�' I Iyly 't, f t �:I.,' .�T -r� t. I I-er�L'1�. �..- / :ilJ It ,1:CC.Tl7y'hi7�.. i'. ��Lru,t•,.w����r�+ L
,.'I' - I.1 l rrn - •v •I. i f_''. - ,. 1 } f ..x + •meqq .r: 'v:'h•:-7, _ ,', 1 \ -•r ;51r i
,(` I .rrl^.I t`r , . ra �„ u• i j r. k _ t'y�,.t rt?T-t :a... �. � .�, y}: J' r;w 7.5. JI , `r:Y?Ilu.� 1'',.. ,� {.�.� 'r'rt F.1.vr• I '.'.
r✓. C
I i
I k
14
,•r _ .;�. , iHERN CALIFORNIA°O>_�Ap�R .�
P'USLIC'WRK3��iS$aCl�[TION �t�U
!�sTAN RD t�td�1 T•
_
,
- a J. �' _F_I; .,,- r u r: !` ji s .7 t :„ a .i••'-<. •I- �i.,}i;.�I';,;•
■ 1
,ICAAAAA�' A
l• - •.�.;, .,t=
ilY I
:r t
■. -
yr, •; .-_ f. ... ,u .1 ',. _� - I. _ . ... - ,,. vL'• 'i' (- , 'J. IJ 1:11}r I
V r
-
'7.. VI L�1�•VI
308-1
1984.
E BARS -2 ABOVE S
2 BELOW OPENING
C BARB 15M O 450 mm
(@4 O 16')
t�Q -300 mm (12'1 MIN.
.` 75 -mm (39) MIN. •�c
��pi'• J J.. • a
A 300 mm (120) MIN.
r4� J �{
\. I •ado, 'a.
BARS=2 ABOVE A
2 BELOW OPENING -
�� 15M O 450 mm' 15M O 450 mm
�\ 04 O 188) (94 O 18') .
' C BARS
i SECTION A -A
t
�F
P�,
CORNER CONNECTION
�J
BARB. -2 ABOVE S
BELOW OPENING
mm (3.) R - NA
'*-15M O 450 mm
\\ .
(04.0 189)
C BARS.
or
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED�TME
MONOLITHIC CATCH BASIN
STANDARD PLAN
METRIC.
PUBLIC WORKS STANDARDS INC.,
GRMNWOK COMMITTEE
C
308-1
1984.
.CONNECTION .
BARS
REV. 1990
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS RUCTION
P T
STRUCTURAL DATA
B t
C
DBE
B t
C
081E
C (FL)
BARS
BARS
F (EG)
BARS
BARS
300 mm (12') 115 mm (40)
d
;
O
Ln
._
a
•1050 -mm (42') 190 mm (7 1/2')
O
;
E
E
O
Z
L.
S
c
375 mm (150) 115 mm (4 1/40)
1125 mm (459), 190 mm (7. 3/40)
450 mm (189) IIS mm (4 1/2')
1200 Mm (48') 215 mm (80)
525 mm (210) 140 mm' (54)
1275. mm. (510) 215 mm (8 1/20)
600 mm (240) 140. mm (5 1/42)
1350 mm (541) 240 .mm (9')
675 mm (27') 140 mm (5 1/20)
1425 mm (570) 240 mm (9 1/45)
750 mm (30') 165 mm (6')
1500 mm (80') 240 mm (9 1/2')
825 mm (330) 165 mm (6 1/40)
1575 mm (63') 260 MM (10')
900 .mm t36') 165 mm (6 1/21)
1650 mm (66') '260 mm (10 1/4')
975 mm (390) 190 mm :(7')
1725 mm (69') 280 mm (10 3/4')
1800 mm (72') 280 mm (111)
FOR 'B GREATER THAN 1800 mm (72') SEE PROJECT PLAN
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (1-1/2') CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING -STEEL. FOR INSIDE .FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT -INTO WALLS. OF MONOLITHIC CATCH
BASIN CONNECTION. ' REINFORC,ING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (21) CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC. WITH CATCH BASIN. THE
ROUNDED' EDGE OF OUTLET SHALL BE.. CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FORM WiTH A RADIUS OF 75 mm (30).
4. CONNECTIONS SHALL BE CONSTRUCTED: WHENII
(A) PIPES INLET OR OUTLET THROUGH CORNER OF :CATCH BASIN
-(B) ANGLE A FOR PIPES THROUGH 750 mm (301) IN DIAMETER
I.S. LESS THAN 70 DEGRESS' .OR -GREATER THAN '110 DEGREES.
5. DIMENSIONS SHOWN ON THIS PLAN 'FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. -ALL
VALUES USED FOR CONSTRUCTION .SHALL BE. METRIC VALUES, EXCEPT
REINFORCING BARS SIZES iN ENGLISH. UNITS' MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES
USED FOR CONTRUCTION SHALL BE ENGLISH UNITS:
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
308'- 1
MONOLITHIC CATCH BASIN CONNECTION
WIDTH
(W)
SHEET 2 OF 2
----------------
----------------
CURB AND
__ GUTTER_
E
I
F
on
WIDTH(W)
---------------------------------------------------------------�
--------------
I I I I
I l
I I I I
I I I I
I 1 I I
(FLOW) _
FLOW
--------------------
CURB AND
C") �A"�D GUTTER
-------
G
r� sr. � sr.
LOCAL DEPRESSION ELEVATIONS.
NO SCALE
STREET
CL ST.
STATION
C.B.
N0.
WIDTH
(W)
LOCAL DEPRESSION ELEVATIONS FT
A (FL)
B (FL)
C (FL)
D (FL)
E (EG)
F (EG)
G (EG)
OLEANDER
AVENUE *
54+75.22
2�
�
2 8
1508.19
1508.13
8
1508.9
2
1508.49
1508.36
•
1508.43
1508.64
JUNIPER
80+50.33
1
28
1508.08
1504.88
1504.75
1504.49
1505.22
1505.23
1505.04
AVENUE
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 2
SCALE:
N A
* SUMP CATCH BASIN
p O
o
DIAL TWO WORKING
BEFORE ••.• DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
PLANS PREPARED BY:
Q�pE ESSIONqWILLDAN�
o J. �I
�`' �` R�ygG F� 13191 Crossroads Parkway North, Suite 405
m Industry, CA 91746-3497
,,, No. C042866 (562) 908-6200
EXP. 03-31-04 UNDER THE SUPERVISION OF:
* *
`f�q ����� ��� Date : -3f'-o3
lF OF CA��FO�
KENNETH J. RUKAVINA RCE 42866
CITY OF FONTANA CALIFORNIA
Ecc�e� oegw�iv�
.ZI
r,��,
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 2
SCALE:
N A
DESIGNED BY:
SCB7
DATE:
09-25-03
CHECKED BY:
VM
PPR ED JIY:
DRAWING NO.:
3444
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C Y ENGINEER R. C. E. 51152 ATE:
0
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