HomeMy WebLinkAbout1949-91/4" THICK STEEL PLA.TC
f u PROVIDE SLOT Mni12 AWCHOR 1-6 1/4
E56LT. PPILL F'61e SUPPOIZT 66LTS \
I/4 Sia nate 5)
( PEl2 CITY o= P;6WTA.WA P -64T.) if I
`4� lc AV77Y MgYS I .'._.-. -- � rr � q I See Stiffener
HOLEIA167,E.,C- IcLsITE 2 -/0 " " 11 Detail hereon
PRO7�GT10AU44A 3/4 Hole, H.O.,
_ /-�/� �'E '`�/L � Center of hole to
2 .D/.! • MAZ SOA! 6T�� / Yspaced.
�iVCHG3e5 �'�ULL u/EL O� ,�FgAitr� �ie>g7 ALf/.4h „
#14 / 4 /f>9c/e�V � be I from 0.0.
of plate.. -"
0, a n
'H '
18" to
27"
241:
30" to
30 = 33'� 240'IL
- -sr-•--
3
36 -r 3 9 2Q• 18
"t Of
48'
421- 4 163 22
48,_ 51 ' 143"23
51" to
�--
54'- 57413.� 8
4
60 63 11.5.131
15
7
6603.134
T
01 RISER
OIAMETER
C.S.P.
GAUGE
18" to
27"
16
30" to
39"
14
42' to
48'
12
51" to
66"
10
-w- = -&� -4 / - :;I V-.. -� I -:% I
TLO cA�l^ '>]'Ec?'1�E55101�1 � %4 T G V= o y• T T
15j,E!`5 I d.FJe Ault$ /ill /1/�d O/2 T n - I _ • '' /i�l� �' %% 01 + 5 /
S 2 p GYJT 8 / 1 > 8 IL /P'E MA /rc/A/c!Y K1,4,C.�.� 1 '
jv dK/� v7 - T � - P C Y,�
�.
C�Y4 /N6/VY MLL,) �ea7�cu/ 11g�4/e 3j¢ ".aiq . 2'c��rtR -Ring 0.0.
BOTTOM VIEW
3 %2 "�iA . 57'//eRl:lP cTYP� TOP PLATE g�+end
e, '. �fifL,L WELO� •' See detail for a5 \ (T pi"n'places W
Lacking Device y *-
• 2 /Q ^ I .P •',• ,;d., _.�, �r� a�US - Elev. A Grading of lip. - -1/z" std pipe or mild steel bar a,
�p� �Ti , V ` : •. - :
-101A1
0�/�7' t� shown on plan.•. I/4" x 2" Wide uta I'!r",I'!z",< y"
�/N • / /� - I :~ --L=L. unless otherwise
/�- `J J, .I �� C.S.P. 0.0. p; angle !
,`� • , ?'• • l.1 A • •' - • • • • ii • (• . i 1/a ? '/!
�• N a O
/j2" 3 4J� �1L7O if'¢ 4,4/C-3 A/?611A1,b tot° `' • •` . •• a•' r rJ �i "' : _ 1
T= o /- Y- Oi g r �U�tGC�5S/Vo7,�0 OT1'ERW/sem)
c�.3c/C�e .E' S7/PF../ TH /�� 66,U A001i/oV,,q'L. A/o g W A 1 _ - -
i r• , -•t
�% � �viV,i' X55 JC/DTE17 �lff.�Kl15jE) ,i r/ � ►- ' m '� .
T �" fOYe Y =18 r 28 GALL AYS 'iq//c/ PS. / . u n S�EG7'IDJS� /4 _ - -z
a= I \ -,/;Steel der.
SECTION "A" CURB OPENING DETAIL SECTION C _
. 'J2 n DETAIL- PLATE STIFFENER
NO SCALE NO SCALE NO SCALE --- -- ' -:- - - - - - 3/4' Hole to �/
match top plate
Std. gale. satin- _ BOTTOM VIEW
"1N 45 5f/6bc,'A/0rc1P,(,"6) I - action band. CAGE RETAINERRING
OROJ� //tfL,� / �7. xT 15120) //.�
• - • • • ' '; , • �1(' %may. iY/T�/%! �/i�s g 5/C� / - mm. min.
T T - j / A%%Cont. collar
�7p , / / / / p ' S
/ H �! .GrE PiJ�t'h!T,�/C/I �. ^�/ G:�%%� f�1�I�'r�/CI -4 C `' C.S.P. R.C!? C.P. m \
A /A/T O CX1T tip(' 4,,09 / XDC? .3 -#� ' : I�i9/eS /95 S/�/4W/Cl f -G C. S. P E
R % I Q'/TLEJ`G T ' cel/
�.c>✓A�. LET >e _ _
A,
\ .l ,P/eE55/oti/ ZRAV51 /o �� ,EX�ANS/o/1/ a �- _ 77e9N5/7'/ L �, T 3 5 3/ to ' r s a - - - - - - a�
� �ry� �/�/�. •i �_ ,. ► . • ►: r.••• C %YP� /%��55/� � 8 �EXPAJ�S/01� toe t dram
. • . • � • \ � : - / // ,' � � is � � ■
• � •� � � 'I• _ _• •' ___ 'm n. - ALTERNATE JUNCTION
- - -- - - -- - 6" Ory pack
of
D,t/ PLAN ,¢5 �dJEl> I ' � I 7is
2- 4 I ° 11 �XP,4it%S/O� � 1:X4i11B / / J� Cont slao I ELEVATION E + p 1 /e
W 3 ,e`►�/es v�/LESS o7_4FR W//5E SECTION B �oi,�/ = I 4 uc �,, o�.�e�/ ,� 21/ 21/ 5, f-- --I
I: �O E.� T �O NATION ,. Teflon to a- -
2 x 2 x 8
T NO SCALE - T'o m
;;L �- Steel bar(typ.)-�
NOTES M
Scarf and weld
/i/ ALL I. Riser pipe shall extend to"Eley. A'.
1�"?ME
-- --
Id C0l/E/e 79--e 4</ 645 SHOWAI 4V P4^15) tit( >45 �OYt/Jcl K f�AA/5) ���'� T � T� 2. Elevation A, 01, 0=, L,. Lz are shown on plans. --
s.,e. GUC/TN7y 5�- /�/ AL Ms>!�c/HOL,� 7f411A"*5T ��,E� 3. Corrugated steel ploe shall conform to AASHO M-36. 5/8 x 5/8 Spacer_
vc� i7�MIE � eoy,E/e tie A4 AP�i? V� 4 �'G 4. Grate assembly shall be galvanized after fabrication.
5. For 0134" and larger, weld I Ih x I h"x 1/i angles to plate with I'welds at 6"o.c. �•
6 B •C . S7� , 2G¢ 6. n• numoar of bars on grate assemoty. :J 2 ellen bolt
�'•' a`^E.E Al`s,/Cr9�1-1✓ Jc%7,Es e: R «°tee �°snaI1�ID. mop Frobnca:d°Qd gat�orxrz d after welding. PLAN VI EW PLAN VI EW
. � oET'4/,G � '�'��r' NOL D -DOWN
CATCH BASIN DROP INLET DETAILS CATCH BASIN DROP INLET W/ 2 GRATES'
NO SCALE N O SCALE I N LET TYP E -2:
OCEMA STD. PLA 305 22
Angle shall no' exceed 450 L
*her side flow exceeds rC%
of main line flow
T �-- -01 T \ p 2 -a 2 -a P
E bars (min.) (min.) ,,_4"%4" mortar fillet
B a See note "A"
0 bars ' o.c.
I 1 -3 -J
Tie bars - T \ .' rodius
' _ I 0 bars
4�. E bars 1/1" 0 4"o.c.
D bars O.C. - Tie bars
�_
B a tation �evation
ovation
T ��--- Dx-------•I T
PLAN SECTION B --B
(shaft not shown)
T BLE OF V LUES FOR T
42
-TYPE II
r -
Minimum
No Re 'd, Size Length
45
48
8
51
81/2
4
s4
--57.
91/4
63
91/z
0
6
11 /4
15
7
Os/4
II
T
IIs4
' 84
12in
4
13► 4
96
14
102
151/2"
5-9
1s
4Is
161/2',
120
17
16
7
32"
17 V1,"
5-6
171/2
44
18
STEEL
Oiam OZ
TABLE FOR JUNCTION tTRUCTURE
grit - - -•-
Min lmum
No. Re 'd. Size Length
-TYPE II
r -
Minimum
No Re 'd, Size Length
42'
6
R 5
4=6 -
4
s4
3-2
4 •
E bars
7.
4- O
4
a Manhole shaft shall be 41-011 and Junction Structure
- -5
48
I
6
6
"
..
5-1
4
•'
3-7
4-9
•t
6
"
bottom width shall be increased to 4-0 minimum
5-9
•6
structure _= to be used when OD of 8 is greater 1/2
5-1
57
6
6-I
6
STATIONS of manhole shown on Improvement piw apply at canter of shaft.
5-6
60
63
66-4
6
the 10 of D or 8 1s Larger than 24" 8 shall not exceed 3/'4
6-86'-
REVISIONS
APPROVAL DATE APPROVAL DATE ' R. MANALASTAS R.C.E. 29438 DATE CITY ENGINEER R.C.E. 2�-'�Z?�
5 -11
3
66
6
�►
7-0
8
6-8
69
6
NOTE
7-4
8-
7
� - - _ >
"_
_
7-7
-
T
BODY of manhole shall be constructed in one continuous operation, except that Contractor shall have the
e. -S,8
0 bars shall be placed 3'o.c. E bars shalt be placed 4` ac. Tie bars shall be 1* 4 spaced 16'o c or closer.
Main Line Storm Drain
3.
90
96
6
6
6
x6
8 -LQ:
9-6
l0-1
10
10
10
•'
6-8
6-18
6'4
I"
When L Is greater than 5-6• is specified on 1m roveriwO pian, continue 0 bars at 6 a. c.
(R.C.P. or reinforced
elevation •S are shown when required per Note 12.
„S.,
108
6
If
-
II
Lengths shown in table are for longest bars. Where shorter bars ora required, bend or rest to meet field requirements.
monolithic arch)
114"
6
1112,-0
12,
„
'
120"
6
11
_12
5.
11
For pipe sizes not shown, use tabled values for next larger pipe.
1
and reducer per
- 1
131'
-
132
6
11
-8
13138
Std. Plan 1503
19
6'
Minimum
14
14,
,
1- 11
1 44
6
11
- 7
14"
°u cute
Reinforced concrete
or cm.p.
A ,-Reinforcing Steel Tie bars
Cement mortar �4"
`_#3 018 T _ " �
I+ - - H - - -�.- - -H- - --I z _ -* 1 �_ - •� __ I� min. Sea Note S
, o
_ D_ T 3" Mart 1 , .. ' . � • 4 - ,, -
_ , r'c •3 Radius
'4/ �'\ Structure //� 0\ -G bars
RoundE bars 81 - Station s I
3 M'n.�., --- --- - 1 I I \�\ 5,1 Spring line `� E 965 �,9t5 a 3� j Q B*Wng of
Round • + I , ;
111
12 I-t-3-� ' I� B `I' F bars„ i Elev. R I A iNet pipe • lay.ote
1' i � I
I a.
Concrete 1 I �T Concrete . t•� ` j
Cradle",,I I E and F bars \ M \, - 0 I Backfill see
T- a - j P note 7.
I I 1 ���"���"' , ��r- ► ,. j I , `'. Station
Break out I Sta �--H I H -+t �4; 1 ,
r Limits I IElev. S t _ Tie bars 1 I Concrete Pipe bedding '
(See Note 5) (See Note 13) 43 m 18i1 \�Unalisturbed earth/ I 3" min
II I � -undisturbed earth
C PLAN
Z I I SECTION Z -Z
NOTES: SECTION A -A
I- G bars CASE I
/ 1 4A/2 1 J t o tr t r T sh II b d onl nen sufficient -neons %t
TABLE OF VALUES FOR T
8
-
6..
6
I 6
1 Round edger I
12
.
cent i n s uc u e ype a e use y ea
access is available for storm drain maintenance.
T T ISI' -4'
for streets
l`_''
E bars
7.
r I
8
a Manhole shaft shall be 41-011 and Junction Structure
I to 3_' R. I -6
PLAN
2.
Junction Type is *hon
D bars
711
,1:2
or wiped inside the shaft
p
7' 1
SECTION A -A
r 96 6'-0-
- 0
'AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF
ADD RECoITo ,DATA IAIFo1013/ s-i�� ELEVATION : 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SCALE
STORM DRAIN PLANS
"
bottom width shall be increased to 4-0 minimum
I
PREPARED IN THE OFFICE OF - PLOTTER
E AND ASSOC I ATES 1► INC. QRd` ESSI��; HOR : 1 "= 40'
DESIGNED:
structure _= to be used when OD of 8 is greater 1/2
CONSULTING CIVIL ENGINEERS �c�0 . g. r,;;;�'� " 2
° ''' ,\�- i2 8 til VER: 1 = 4
AND LAND PLANNERS �^� MISCELLANECUS DETAILS
Manhole frame and cover
Std. Plan 630 -0 -OC thru
a.
STATIONS of manhole shown on Improvement piw apply at canter of shaft.
Mw 15 Use Std. Plan 1504 with 6 thick rings
I
--I�-3 Min.
.s-
the 10 of D or 8 1s Larger than 24" 8 shall not exceed 3/'4
REVISIONS
APPROVAL DATE APPROVAL DATE ' R. MANALASTAS R.C.E. 29438 DATE CITY ENGINEER R.C.E. 2�-'�Z?�
Street Grade
per •
633 -0 -OC
11A11
�►
when
J
where 8 is less than 24 use Typel7or Type=. where 8 excee•�s 3 4 3 ar
FLOOR of manhole shall be steei-troweled to springing line.
NOTE
when M> 15r
� - - _ >
39,use junction structure TypelIl without manhole.
�-
BODY of manhole shall be constructed in one continuous operation, except that Contractor shall have the
shaft, grout between shaft and seal.
0 bars shall be placed 3'o.c. E bars shalt be placed 4` ac. Tie bars shall be 1* 4 spaced 16'o c or closer.
Main Line Storm Drain
3.
Values of AxB,C, and 0 are shown on project drawings. Elevation "R' Ana
option of placing a construction joint with a longitudinal keyway at the springing line.
1Q"
I
_.•
When L Is greater than 5-6• is specified on 1m roveriwO pian, continue 0 bars at 6 a. c.
(R.C.P. or reinforced
elevation •S are shown when required per Note 12.
„S.,
•-�`"'�'
max.
I.
4'-0
Deleted
Lengths shown in table are for longest bars. Where shorter bars ora required, bend or rest to meet field requirements.
monolithic arch)
4
Elevation applies at Inside wall of structure.
o.
Concrete rings
'
Reinforce floor for pipes
5.
Breakout !lints shall be determined as follows=
For pipe sizes not shown, use tabled values for next larger pipe.
and reducer per
Minimum 2* -101/2" with paved stre!ds
i - - -
GENERAL NOTES
Upstream limit -The intersection of the outside of the spur wail with the morn line
4 t 1211 b th
--Reinforced concrete - -
Std. Plan 1503
Minimum 3 - 6 with unpaved streets
JNote.3 2
I
Minimum
SHAFT be located line of storm drain when dsamatar 01
I ' T Tie bars
I /2
pipe wall.
p
'f 0.0.
~ -"'
or - ----
cam. o
_ h See Sheet
°u cute
1, CENTER OF MANHOLE shall over tenter
�3
Downstream limit -6 downstream of the intersection of the outside of the spur
Backfill MM'
• �2y inlet structure
/ `
is 48' a lass, in which case place E bar symmetrically around shaft at 45° with cantor !ilea.
1811
� ,L• -� �
wall with the main line pipe wall.
_ _
T
-t _ g•• ark
z,r- round galvan-
Max. 3011 diameter side inlet
Use Std. Plan ate (Junction
+
I I I
"
2, LENGTH L may be increased one (I) foot max. at each end to meet pipe ends. Continue 0 bars at 3 0. c.
_ o
G bars o
The opening shall be rectangular and cut normal to the pipe surface without damaging
reinforcing steel. Provide a concrete encasement I' above the top of the main Ime pipeConcrete
40
ized.,sleel steps
Structure EMfor side inlets
,
1
I
°
to the !elute of the concrete cradle if a joint in the main line pipe falls within the limits.
� encasement
I• - a o.c.
3 -0• > 30- diameter
� _ _ �
1
st 4 H bars 3-0 IonQ
3. DETAIL M: when depth of manhole from street grade to top of bell is lass than 2-10 V2` for paved
T 8 e T
of the Cradle.
Pipe bedding _
-
3 RO°`us
E bars
1._- -_J
streets or 3-6• for unpaved streets, construct manolilhlc shaft os per detail M. When diarnsttr 0
° ,
6.
The transverse reinforcement in pipe shall be cut at center of opening Cha bent into
See note 'W'
_:i. Tie bars
'
is 48" Or lass, cantor of eflatt shall be IOCottd at per Hort 2.
c 1 0 ,
top and bottom slabs of spur.
f Min.
�- -, Omit this %tap
' � - - 0 bars
_- n � str4rs
Street grade
Cantrell rings
q
4. ESS OF DECK titsall vary when necessary to provide level plea sant, but shall not be last
o
--
7.
The main fine pipe shall be cradled and encased m 1�3�5 mix concrete extending
longitudinally 12" beyond the limits of breakout (See Note 5)- and transversely a
Sea Note 5
'
-
Roung edges inlet elevation I _
to3' radius
-0
par Std. Plan 1502
than tabular voh,sa for T, as shown in above table
than t
`T
distance of H on eoCn side of the centerline of pipe. H= 1/2 O.D of pipe + 3" min.
/ applies at this -16
Cradle xray be omitted on side opposite lateral inlet when constructed In connection
SECTION 8-8
pant
H bar 1F r
5. REINFORCING STEEL shall be round, deformed bars, I V2• clear from tact of concrete unease
with existing storm drain.
' H
otherwise shown. Sizes and lengths are shown in above table.
SECTION M-ilM
8.
Reinforcing steel shall be placed I I/ " clear from face of concrete, unless otherwise
CASE 2
bat
'..
+
E STEPS shall be 34' round, galvanized steel and anchoreq nqr less than 6` 1n the walls of the
shown.
•
• . •
I �4-
Variable
structure and shall project a min. of 4 inches from point of embedment.
9.
E and F bars, shall be carried to a point not less then J distance from centerline.
NOTES
TABLE OF VALUES FOR T
8
T
6..
6
16,
,.
8,1
18 .
T T ISI' -4'
for streets
l`_''
E bars
7.
RINGS, REDUCER, AND PIPE for access shaft shall be seated In mortar and neatly palmed
7"
2-2
paved
i .:
for unpaved atraats +_ t_:
-r
y.
D bars
711
,1:2
or wiped inside the shaft
p
7' 1
SECTION A -A
•�
'AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF
ADD RECoITo ,DATA IAIFo1013/ s-i�� ELEVATION : 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SCALE
STORM DRAIN PLANS
fT
PREPARED IN THE OFFICE OF - PLOTTER
E AND ASSOC I ATES 1► INC. QRd` ESSI��; HOR : 1 "= 40'
DESIGNED:
CONSULTING CIVIL ENGINEERS �c�0 . g. r,;;;�'� " 2
° ''' ,\�- i2 8 til VER: 1 = 4
AND LAND PLANNERS �^� MISCELLANECUS DETAILS
DATE:
1820 E. 16th Street `: � CHECKED: / 3 % I
SANTA ANA, CALIFORNIA 92701 No. 2 J,33 `'
a.
STATIONS of manhole shown on Improvement piw apply at canter of shaft.
)_�01'
PHONE 17141 835-2548 Exp. 3_ 31-95 JOB NO. - DWG. NO. . SHEET NO.
01
.s-
C \�77)�L
.3_�- . 2 fqr /NIL 142-609 APPROVED C.� ¢•9 OF
.. FOFC����Z I��� 10.
REVISIONS
APPROVAL DATE APPROVAL DATE ' R. MANALASTAS R.C.E. 29438 DATE CITY ENGINEER R.C.E. 2�-'�Z?�
11A11
�►
Rdn. adQas
: `
9.
FLOOR of manhole shall be steei-troweled to springing line.
NOTE
Two (2) inch deep seat to correspond to manhole ;.:'
10.
BODY of manhole shall be constructed in one continuous operation, except that Contractor shall have the
shaft, grout between shaft and seal.
a
.. �•
*'
,,,
option of placing a construction joint with a longitudinal keyway at the springing line.
T
_.•
•-�`"'�'
�'
11.
Deleted
Reinforce floor for pipes
12.
For pipe sizes not shown, use tabled values for next larger pipe.
greater than 60 diameter
4 t 1211 b th
TABLE OF VALUES FOR T
8
T
12
6
16,
,.
8,1
18 .
611
21"
61`
2411
7"
27
7"
3011
7"
3311
y.
3611
711
34'
7' 1
J= 2D+6 .
1. All corrugated metal pipe and fittings shall be galvanized.
10. Fbor of structure shall be steel troweled to spring Ise.
11. When Junction Structure Type IY is specified with reinforced monolithic arch storm 2. Angle A snail be shown on plans and shall be between 45• and 90' and. 0 shall be 24" or Isee.
drain, value D shall refer to the clear span of the arch.
Reinforcing steel shall be cut and bent into Junction Structure in the same manner qs 3. In no case snail the outside diameter of the side inlet pipe exceed
for pipe. Concrete cradle under reinforced monolithic arch is not required.
one-half the inside diameter of the main storm drain.
12. Side inlet pipe shall enter main line radially when elevations "R"and " S" are
not shown on project drawings. when side inlet pipe enters main One cther
' " 4. If Angle 8 is 45 degrees or less, use Case I. If Angle 8 is 7 Backfill with slurry containing minimum 1% socks
then radially, elevation ' S shall be shown on protect drawings end side l 2 soc
inlet pipe shall be laid on a straight grgae from elevatlor. "S to :Clcr greater than 45 degrees, use Case 2. PC. /cY
basin or grade break in line. Elevation R shall be sncwn or cr:lect
drawings only when stub is to be provided In main line for future s;ae inlet 3• Center line of fide inlet shall be on radius of main storm drain
pipe. I except where Elevation S is shown on project drawings.
13. Stations specified on drawings apply at the Intersectlor of cqrter!,nes of
w a o ways DETAIL Mmain
Use Junction Structure Type IL for Da pipe diameters of 42" or greater
line and laterals except that stations for catch basin connector pipe d The opening into the main storm drain shall be the outside diameter
apply at inside of structure. "
of the inlet pipe plus I" minimum or 3 maximum -
"
and inlet pipe diameters of 30 or less.
14, Junction Structure Type 1Y shall not be used when asbestos cement pipe 1s
_ used for main line. -
JUNCTION STRUCTURE-- TYPE Sa
.
JUNCTION STRUCTURE -TYPE II
JUNCTION STRUCTURE- TYPE 1� 20
OCEMA STD. PL. 1315
�� -
19
OCEMA STD. PL- 1311 (MOD.)
OCEMA STD. PL.1313
No. 360
2 RECORD AVIN
BENCH MARK: BASIS OF BEARINGS:
THE BEARING OF N 89 51'00" E FOR
CITY -'OF FONTANAr C
CITY OF FONTANA BENCH MARK #
THE NORTH LINE OF THE SE 1/4 OF
360 A NAIL IN POLE #1536704E SECTION 36, TIN, R6W. S.B.M. AS PUBLIC WORKS DEPARTMENT
AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT N0..3 3348. M.B.
'AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF
ADD RECoITo ,DATA IAIFo1013/ s-i�� ELEVATION : 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SCALE
STORM DRAIN PLANS
PREPARED IN THE OFFICE OF - PLOTTER
E AND ASSOC I ATES 1► INC. QRd` ESSI��; HOR : 1 "= 40'
DESIGNED:
CONSULTING CIVIL ENGINEERS �c�0 . g. r,;;;�'� " 2
° ''' ,\�- i2 8 til VER: 1 = 4
AND LAND PLANNERS �^� MISCELLANECUS DETAILS
DATE:
1820 E. 16th Street `: � CHECKED: / 3 % I
SANTA ANA, CALIFORNIA 92701 No. 2 J,33 `'
)_�01'
PHONE 17141 835-2548 Exp. 3_ 31-95 JOB NO. - DWG. NO. . SHEET NO.
01
C \�77)�L
.3_�- . 2 fqr /NIL 142-609 APPROVED C.� ¢•9 OF
.. FOFC����Z I��� 10.
REVISIONS
APPROVAL DATE APPROVAL DATE ' R. MANALASTAS R.C.E. 29438 DATE CITY ENGINEER R.C.E. 2�-'�Z?�