HomeMy WebLinkAbout2997-10w
vg�CUfit3 OpENIN4 ' '
E:w� p CATCH BASIN (S)
W
O y
CURB POINT A
(1r5'y
POINT; E
POINT F
DIRECTION OF FLOW
Ix�. ao
m
z U N K .--
:1-
• �AI111T' w
P=
CURB l
b
Vry I�4
B' POINT :G; Ic'LE
�' DIRECTION OP: FLOW �
N. z Q
1
\--PO,,INT b r
N LiNE:
rLUVV LIIIL: VV(UtF-ILL
.CASE' A
•W: N -L .. Wb L. N
y i 'CURB' OPENING -" TIE wCATCH BASIN (S) zp I
wg
o � .I
za I I.
CURB 'POINT A S CURB
---POINT 5 POINT 0 p®IN1`. O auA
JP `�Y if
POINT
W
-Po1Nr t=1 C' .�
PLAN POINT c
U_ DIRbCT10N OF FWW -- ----:DIRECT16N , OF PLOW-
cr.
LAW
z N. L WD �.... N zci
POINT :A " POINT 8 POINT C 'POINT
ti
fLbW LiNE.
FLOW LINE.PROFILE•
-CASE B:
25 m (1°) 150•mtn; (5') 25 mm (10) 150 mm i6') 25 mm (10)
M _. M.
.. A.
M;G;OR VAR:
450' m' .
VAR: .. ...
50„mm � VAR AR.
.. • CURB RIDGE
r o ..
,.. VALLEY ACE.+ o
VALLEY
E 4t:
P.
:SECTION A -A . _SECTION B.- B .SECTION (1.-r
.A.MERICAN PUBLIC WORKS .ASSOC
IATION - SOUTHERN RN ALIF ONA CHAPTER'-
I�R6WLr' ATmBymie
LOCAL DEPRESSIONS
STANDARD PLAN
I?UBUC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
.
AT CATCH BASINS
METRIC
313-=: f
...1984.
.REV. 1
-
5HEfrT 1 bF"4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC. WORKS. CONSTRUCTION
AMERICAN PUBLIC,:WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
:METRIC ...;
:313:: 1:
LOCAL DEPRESSIONS AT CATCH BASINS::
-
'I J
-� � � _ .� _:,- � � �=.: t•
r, ..,. I . i'".-. .,:F, 2I �.><! - F :'�•litk. E'�,',. ) 21.1} J, L�. a 'T, y`�J I' :.,-1, J,rt�':. •t•'
ET 2iOF 4
.SHE .
q.
Y , ,
v K-
�W
CU. r'1.
RS OPENING=-
_ CATCH BASIN (S) '
E L
-_ W � ' .: ..,' .:; .-.. .-. I• :� .. _ i i�fL tll, l -�,�, II `I I- 1 t'I
-`I ..
f _ -
- • � I l.r � I L - { III t ({, 1
�• i
w-. rile „tea r.i �� r. ,i-rl -M� :rr� .nr �r..r► 1 - 1
'CURB R o POINT g'POINT 'C'
„1
POINTE
CASE
_ I r I -i I ly, 1 I
E K � Wo
$ CURBSIDE GRATING , 1''
CURB; OTIItJOJ:CATCH iSJ4b7N (Sf
to 3 i"csL ,! CATCH BASIN (S) .�..�/-yy1TH GRATING (S)
(SEE '3�IEET 1)
7
i i I
' I
T_ -�
I - s
CURE I ■l
\O 0 ( PbINT C> 1�-
POINT B 1
I
1NT.E C POINT P LAN :PbliVt R .C' 1
CASE F
1 f
7 11
!:.: _ `. III _
_
t
r
I
I
tl r ► ,..
1 ,
aUfiB OPEN N '� t k
I 0 • CJ1
WD
TCH : { I
N
BASIN WITH tiRATING IS)
- �
AND DEBRIS SKIMMER
' I 1 1 .I : _ t�..�f1-r
;.'. •!' ),FI; -
T`: .,.' r1 f:. il♦ .:r. _ IIf. 1 .;,U 1 ••C' �{ I
,i'�r'r 7...r :.trt+. :.r�, '' •�+, G , , .: t{J� f' J •+�r�.. t
{:URBPOINT : C
1
_ URe.
I.c�'tGVA�`•� C CURB OPENiNa CATCH- 6ASIN' -.V,�� ��b�• ' :
I. WITH MANHOLE. IN STREET L: r Cs11TTER I
_ - POINT B _
POINTE
I SEE r
C( ,
POINt P SH 7) I I
w p POINT S DIRECTION 1'JF _:.L. '
OW
CASE G F� I I I = m
W.
I ��' 1-:�. I _ . - �. �.• �.1. tom- ..r I _. , i _ _..y _I, .1_ .� I S.J-.
`... {•"`I �. -� .r.... - r' +r.' �.�.,i- ...:: � � i - JI. t- iii' t_rJll - i I I I ..ly -i I�iJ�I 1 i'I ,i
_ r J
:. ...'. '. .,.,. t,"J r. Irl=IIifr,1r,.lF
L;;. POINT B' �J I I? r
1.
(CASE' i, . . ) -,; _,: ; ' ll
FLaUV':.I LINE PR FILE cCASE F
NTA3
POINT'' uJL LOV1r I LINE
f
„ ' f ' CASE F AND . (3 (CASE E AND , G):::,:I ; �' ; , , t "; ,
c ) CASES E, :F;ANd :G a °,
. '' L
I .I ,
- { 4
OUF,
I
7:
;.
k.
75 mm (39 MIN.
q 300 mm (129) MIN, a
.;
/
13ARS=2 ABOVE A
2 BELOW OPENING
15M a 450 mm ISMO 450 mm
�\ 04 O 189) (04 O 180)
C
-AME_RICANPU�LiG WORKS ASSOCIATION -SOUTHERN -CALIFORNIA CHAPTER t
�qj;(d
•�li lit.;•• -
.+„`:
I I 1
- ''i - _
-,; :".l ' I : ; � is I' _
,.ice, .1.;'. C•I.i �. I- .. alb
r. (•�.
SINS =
-
'I J
-� � � _ .� _:,- � � �=.: t•
r, ..,. I . i'".-. .,:F, 2I �.><! - F :'�•litk. E'�,',. ) 21.1} J, L�. a 'T, y`�J I' :.,-1, J,rt�':. •t•'
BEET SOF_
Il :. ' I ,
I I[ r I
i rl, L
1 I ,, 11 tt- I ' t - : " ,•'.tl : I I 1 . a i., 11 11 I r
0,,1 E j1I:,..
1
.;III II lh l�-''I_.. � � �7 F. � I: I�'..'- .:.'r. :!i' r :-'_� ':.i tr �l' �Ilt ' -.•!� I'r.I:JI�_..i..t �i'�. �"'�v li'1. i-
+i l ALL EXPO5Ea' EDGES SHALL BE: ROUNDED '°.'fid A 15 mm AHALF. INItH) RADIUS - ;+ , 1 ` Tl+' 1 (
, . ..: .1-:�. - - ..:+. .:��. Ilt; ';.�rrt rli ♦ti•ti':fC. Lii:i,-J-- I -J
I� r r
-2 i THE-;t;URB -FACE AT POINTS •A AND; D SHALL BE-;;THE.-_.K0RMAL_ CURB, FACE dF' THE 'At�JACEN�':'`IvUR�-_^'cr'
-I ' 7HE'CURB !FACE AT POINTS B',AND, C ;SHALL ;BE<THE''__NORMAL. CU Re FACE OF ;7 E At}JAGENT CURB
J
I'
I
I. J
1
rT
1
L. y
..i 1
A�2D- PLAN
PLU§ H I i5EE APPLICABi:E�:CATCH :' BASiN -'.STAND I. )
.,L•., .r• .,,., ..:. ,,. r .-.
;E)tIS�ING STREEtS:'WHER - NO, PI�VEINENT REM0DELiNO -1S'1NDiI�ATEO,'1'HEi ELEVATION :bF�THE 1�`I
dUTER.EbGE OF THE,tOCAL"DEPRESSION rSHALL•MEET-4k
STI ACE,`
'STREET$:INHERE PAVEMENT 'REMODELING.;
- d.lAN. hEV�I STREETS, OR IN EXISTING
r"
::t-..,-' - -
H''IHIGHER...T
{ {;r 11 'THE' ELEVATIONS: -OF. PdINTS F AND: G.:$HALL:'; BIE:.SET 1 FLAN THEA GU-TTER _ FLi�V1 , LfNE f ,
L+
ELEVATIONt.:,AT POINTS' --;A AND D; RESPECTIVELY
-bll`
I : THE: tLEVA`TIONS OF! ::POINTS: P ANb, R 'SHALL; Bt '�'E1'.,.H2IHIQHER .=Tl�AN TH _ ER ;1FL
ELEVATIONS AT POINTS B AND CRESPECTIVCLY.
�.i ;•,'�'-
- S : H HIGHE0 ;:THAN THE'=ELEVATION; A
THE„`ELEVATION OF.. POINT. S SHALL BE , ET,, - z _ -
i. GUTTER!;F'LdW 11 Ne;
, :.•� , •'�: r _:, rr.
;:WHERE.;1'HI:RE iS Nr rI;UT1�R.:;�115JACENT 0-1'Ht`1bCAL;;DEPRES§I�NJH ' ELEVATiON
t ; , 'E 8HALL'BE` 5E'r ' i11GHER''';TF�AN_THE:;ELEVAT.I01� AT THE 'NEAREST 70EiOF CURB.i}�'
r
J
f r
r
,
t, ,•I iC ..1 c r.
`5. DIMENSIONS:
l , •:1'Z I
- - 'H � JfJ�S't1=C1� ON-��THE•' PRO:IEC'T.-PLANS �_ -, I, , J � .�_:=,�m''�,::,' �-_.
1
! ., I.: : i. I .i l 1 J .•{ '' 1 i a �t"{C I. 4; '14+1 ,J L �
f' H H'6iED ON THE PROJECIT' PLANS.
r.'f-'..-
'a NOTED. ON -`THE 0A6j CT'"PLAN
,-:Jl, 11 -. ;i' } ,.,, �I I.• .: .lr .'', : :. .. .'. :.�..-' .If:. .. ,. �. � __, _�J ti ��•r,,.i�'^:•I.i',. '� 1..11.. .._�J;il - .. 1;,1.�
H3 NOTED ON THE PROJECT- PLANS:
f . I• . I r I I
I I .., _ - 111 r. •.1 1 1}t-I�tJr `�r lir f._. .... i }
r - `G bl)O mm t�-' FeeU � - -'-• '-' t. - 1 1 ,_, ,r II :: -__.. '
� .i I J 1 ti I i Ir 1 1� r L
I
0 (5 = Feet) I ,
f L ■+ 1.8 m (fi Feet) _ L- :*✓ ' - I t 'I III � , IiJ= 1' 11F ',
- Ill �� � _ � . L I .�•-• ', , ' i � , � :_:: :( =��:
M > .112 .m (4.' Feet) s ' I
, ..N �..; i`r5 �-� 5_ feet �_ fr.:. •,... •. F_ - I.. Ir L , ..
•:� �r .�:.. .. .; .. 1:,. ( � �'- I: .:.:-: � :. -:,I_. I I;t;J �_ C._._. :. 'I. I: :•_. _IL 1,1 i�l:'_:::; •{l .�,,--,:.1 I :JI-.
WD CATCH. BASIN VY :FOR ONE CATCH
BASIN OR:::blSTANGE `BETWEEN:''EXTREM_ ENIS.i"InfAX1.
:FOR MUTIPLE CATCH,. BASINS..,;:.
THE THICKNESS OF THE; ,LOCAL DEPRESSIOJ SHALL BE 200_ ntm (S I INChiES)r
I•.. .I-..__ _ -: •�. 11'� 1 :, ,-_.::, i.. ,': _.''I..f :I NOT
I.,hf ;r•ilr l+.t a,r,_1.. 1+'. rt l', ,_ri }.',r �,
6 (�IMENSl01VS SHOWN; ON THiS: PLAN I:OR: METRIC_{, AND :ENGLISH 'i:UN1T5 AF�E NOt,
S- RE :LA' h : ALL:,' MARK_ USt6- FOR. CONSTRUCTION `SHALIL,L8i;,METRIC ,`I ..
.VALUES':,_,'IFL;METRIC UNIT A
O ETRIC
;VALUES, EXCEPT, REINFORCING BAR SIZES IN:ENGLISH UNITS:iiIIAYBE:SUBSTITU'fED4_ f M: •_• _,•, I ,�
SIZES', IF ENGLISH UN.I'f5 A E I OS b; ALL` VALUES _ I�.SED ; FOR ..CONSTRUCTION 'SHALL .BE ENGLISH 1
L
f ALU ES'
,�' n -•1_. I': 1 c f,.l t f r.. G
1 .1
7 .171 � I?I I. ,l _ 11 ':'l, :I. '?:.r!'1',1•:•Y.
i�_'- _ - _. :. .,•_ , ,`• c - -. I r '�'- � ,.� I` JI -�l r' r !_:,rr:'.T: r -.1 '' ��
1 • ` r - I 111 I I -•' - r ,} fl'.'.: , I .i 'TTI
.-�C. II - ..�:" ' ., ., ,.: :' _ _ I t'� 4 � r it: J',a'.,tF'_',:r•--�1 -
�� 4
I I it
,.i.. � •r''i � �-t .� tip_: rl .__ ..
11- '-1� - _I 'll: '.;, - � � ;. � I - �-:fit � ,' i,ili:. .I:i •. i':u--I:I-111. ,'�..� 1..
!' 1 t .' �.' .:: -. _.•.. .. - - - .�S' .tit 7L -� � It ,E, � _' i !A, yl. ,ii.
I .
::. ,::.. . _... -. I: '. 1 _ -.i Y.. li:,!I �•I:S`'_ a:i::�- 711 '-IJ �:
I
:-:: '' ... ... 'i �. � .. - .: .:.I - ,.{.1'. '-: � -.'..- J � r-.• I :.-,.1 1. } iJ�r !r, :r �r:'I rrl�l 7v , 1n�.�y -'�-` 1.
- .1� I .i. _ - - _. il: I. i;l .I: 1 ! T. 1 1::... r..:: ...-,-,:i�:.: t -• '' - i _
i.tlir
13 , i r t• t yP j rk I..- 1`ti r J r Z.�..iL'} n" I t , J'J �,.
r-1 , ''i' ,� r :�1 !J -I 1 I' ' ''..'or'Tc•�_; � I. rP-�� ,
I
C '.
1JIt f _' I I � .'. � i," _ 1� 1 :11 Y,�f I J -� J.•.'!''_: _. -r J+ 1 -1
(_I r-' 7_ II'. _ 11' _ , ( � I - ,I�+�, If-•. Jr�--C i -1 , _.1 1 r
ti ;S.l L ;il :.:1- , : I � _� I ,. r. .' I- .1 .:r1 '.J +t 'J ::II •:., 1i _:, r1',r i���4•-. � ti:i':: � 11 ..I, F,:
'I.c-r)1 :
�'' rf 'I '1. n.l 'iw•rr1 ,.. „ - +.a 1 Til :t•:i n'- h•G•. -.tn l i' 1. t. _i '„ -1- ".r 'tq �''r I -r S;' '� t�.itirr�"� `,1 i
t 1 � � Tti , '- � .J'. i � t kl •f"?t'1•_.IL ` : t. �k-k'}: t4.c. .3
'I;i { I ' 1�.''..: ,f�: .I.-1'�, i -r v' � _ +. �3::1r . } , _: r:-1� • ' 1 'i�� ' -.)_ I.' ] ti..r: � -r4.. '.r...: .1.. 'r',.r, ,�: r: {'• :1i'' •:i�
:CALIFORN "CHAPtRR
i N S(��]THERN. IA NI�ARd PLAN
Jhl�lllArV PUBLIC IN( RKS ASSOCIAT O _ /� S1'A �,
,.. i 1 , Y{+ 1:'-METRICi
-II: c'J+',' :t�• t; 'd' ', " :r -( ry'' '4' -i'
',; r. r +•: '.l -I' " h .i.., r EI 1, :. .., , r - i :3:• -r..:1•, ti I:•:rte . t' � T'ta•.:, t 1 I-+'
1'
II 7•
1. :,•- r_ ,
'gyp{ •i
�A�'OH
`•� SNS .:.
`i C A
.r LO AL t�EPA ES� •SON S A -
tl r?r, .�.. +c.i: •_-.. .rr-..
)N �4.0
E BARS -2 ABOVE 8
2 BELOW OPENING
C BARS--\ I %-(r4 a 1868 mm
300 mm (120) MIN.
Bags
� � •
SECTION A -A
L
F� LAN
P.
CORNER CONNECTION
�\ `--15M O 450 mm
�\
(04.0 189)
C BARS
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORK 1
S ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
b: BARS -2 ABOVE 8
2 BELOW OPENING
4.mm 300 mm
MIN.
mm (3.) R _
/ a
CONNECTION''
30.8-1
08 -
12• MIN.
1.1
�\ `--15M O 450 mm
�\
(04.0 189)
C BARS
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORK 1
S ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MONOLITHIC CATCH BASIN
STANDARD PLAN
METRIC.
PUSUC WORKS STANDARDS INC.,
cREENBooK COMMITTEE
CONNECTION''
30.8-1
08 -
1994.
-
BARS
R EV. 19%
SHEET 1 OF 2
USE WiTH STANDARD SPECIFICATIONS FOR PUt3LIC WORKS CONSTRUCTION
STRUCTURAL DATA
B t
c
081E
B 1
c
081E
C (FL)
BARS
BARS
F (EG)
BARS
BARS
300 mm (120) 115 mm (44)
O
;
v
E
E
c
�'
O
`�'
,..
Ilrs
..
on
-
'1050 mm (42•) 1910 mm (7 1/2•)
O
;
v
E
E'
o
O
�
V
a
375 mm (150) 115 mm (4 1/40)
1125 mm (450) 190 mm (7. 3/42)
456 mm (18•) 115 mm (4 1/2`)
1200 mm (480)• '215 mm (8')
525 mm (21') 140' mm (5•)
1275 mm. (51') 215 mm (8.1/21)
• ■
640 mm t24) 140. mm (5 I/4)
/ Y
1350 mm (54) 24.0 .mm (9)
675 mm (9 79 140 mm (5 1/20)
1425 mm (57•) 240 mm (9 1/40)
750 mm (300) 165 mm (6')
1500 mm (60•) 240 mm (9 1/2•)
8 25 mm (33) 165 mm (6 1/4)
1575 mm- (83) 260 mm (10)
900 mm (36•) 165 mm (6 1/20)
1650 mm (660) 260 mm (10 1/4')-
9.73 mm ('39•) 190 mm :(7-)
1725 mm (69') 286 mm (10 3/4')
1507.58
1800 mm (72•) 280 mm (111)
FOR B GREATER THAN 1800 mm (72•) SEE PROJECT PLAN
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (i-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 (2') 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 (3').
4.: CONNECTIONS SHALL BE CONSTRUCTED WHEN
(A) PIPES INLET OR OUTLET THROUGH CORNER OF :CATCH 'BASIN
(B) ANGLE A FOR' PIPES THROUGH 750 mm (30') IN DIAMETER
iS 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 CONNECTICyN
WIDTH
(W)
SHEET 2 OF 2
----------------
CURB AND
GUTTER
. -
E
IN
F
0
WIDTH(W)
1----------------------------------------------------------------�
I--------------------------,I
II it
I , I
it it
I I I I
(FLOW) _
FLOW
--------------------
CURB SND
C) -nD _GUTTER_______
G
c� ST r� sr.
LOCAL DEPRESSION ELEVATIONS
NO SCALE
STREET
CL ST.
STATION
C,g.
N0.
WIDTH
(W)
LOCAL DEPRESSION ELEVATIONS(FT)
A (FL)
B (FL)
C (FL)
D (FL)
E (EG)
F (EG)
G (EG) -
SOUTH*
HIGHLAND
43+62.72
3
14
1502.93
1502.64
1502.74
1503.16
1503.07
1503.13
1503.35
SOUTH *
HIGHLAND
43+34.34
4
21'
1502.78
1502.53
1502.38
1502.77
1502.94
1502.96
1502.95
SOUTH
HIGHLAND *
41 +02.41
5
7'
1503.97
1503.97
1503.95
1504,05
1504.03
1504.05
1504.03
SOUTH
97+15.64
3
28
1507.58
1507.23
1507.47
1507.88
1507.60
1507.73
1508.01
HIGHLAND*
CHECKED BY:
CAZ
AP OVED BY
� � • �-Z 03
DRAWING NO.:
2997
SOUTH
HIGHLAND
95+31.92
4
21
1507.05
1506.73
1506.91
1507.28
1507.19
1507.27
1507.48
SOUTH
HIGHLAND *
92+62.41
5
,
14
1506.91
1506.56
1506.64
1507.02
1507.06
1507.05
1507.12
SOUTH
HIGHLAND *
90+42.89
6
14'
1507.92
1507.48
1507.63
1507.99
1508.06
1508.06
1508.24
SOUTH
HIGHLAND
95+05.35
7
,
7
1507.79
1507.73
1507.75
1507.85
_ _
1507.87
1507.93
SOUTH
HI
HIGHLAND
92+57.77
g
,
3.5
1507.96
1507.87
1507.88
1507.99
--
1508.04
1508.07
SOUTH
HIGHLAND *
82+10.94
9
,
21
1504.76
1504.42
1504.48
1504.82
1504.90
1504.92
1504.99
SEE B & H PLANS SHEETS 29 & 30
SIERRA
AVENUE
90+35.55
3
28 '
1484.76
8 6
1 484.581485.40
1485.88 88
1484.78
1484.20
1485.32
32
SIERRA
AVENUE
83+41.84
4
28 '
1469.90
1469.68
1470.26 0 26
1470.71
1469.81
146.
9 98
47 .
1 0 79
* SUMP CATCH BASIN
Q
1171 1-41o
DIAL TWO WORKIN
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�pFESS/p�
o 9� AU WILLDAN
�, oS A. l
13191 Crossroads Parkway North, Suite 405
�Q �o Industry, CA 91746-3497
W (562) 908-6200
No. C060153 UNDER THE SUPERVISION OF:
EXP. 03-31-04
* *
s�9 c/0- ��� .�.--- Date :41/4103,
lF OF CAS\��� CA OSA AMANO RCE 60153
CITY OF F�NTANA CALIFORNIA
'
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9.2104
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 3
SCALE:
NIA
DESIGNED BY:
SCB
DATE:
04-74-03
CHECKED BY:
CAZ
AP OVED BY
� � • �-Z 03
DRAWING NO.:
2997
ITY ENGINEER R.C.E. 51152 DATE:
OLO
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