HomeMy WebLinkAbout2697-515M O 300 mm (s4 O
L/2 (TYP.)-5
'.IST. PIPE
FLOW
15M O 300 mm
(e4 O 12') -
3-15M (e4) CIRCULAR TIES.
SEE NOTE 9
150 mm
6') MIN
CUT
NO. 2 CUT NO. I
LINE q
N
CUT
900 NO. 2
LINE
150 N CUT N(
6 1
MIN
3.14 (Dg -
DETAIL 'Ala (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. It SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
330-C-23 (560-C-3250) CONCRETE
25 mm (P) (TYP.)
D
L
T
300 mm (12')
300 mm (12')
100 mm (41
450 mm 1181
300 mm (121)
125 mm (51
600 mm (241)
300 mm (12')
150 mm (6'I
750 mm (301
450 may (181
175 met (71
900 mm (36')450
mm (18.1
225 mm (9')
1050 mm (42'
450 mm (18)
225 mm (91
1200 mm (48'
450 mm 118')
250 mm (10')
1425 from (571 450 mm 081
250 mm (10')
1500 mm (60'
525 mm (21.1
275 mm (11')
1650 mm (66'
525 mm (211
275 mm (IIT
1800 mm (72'
600 mm (24.
300 mm (12'
F
iNTERI R RFACE
OF PIPE SU
DETAIL 'B'
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULCaATEO mY THE
CONCRETE COLLAR FOR RCP
STANDARD PLAN
METRIC
PU9liC WORKS STANOARDS INC..
GREENBO COMMITTEE
300 m2) THROUGH
380-2
19
sae
REV.t99a
600
SHEET I
I USE WITH SmND RD SPECIFICATIONS FOR PUBLIC CONSTRUCTION7
JOINT.
CONSTRUCTION OF ANCHOR FOR
TRENCH W/ SLOPING SIDE WALLS
Lai
e - s
SURFACE OVER PIPE
WIDTH
Notes:
1. Pipe anchors shall be constructed at 7' vertical interval on all slopes
of 5:1 or steeper.
2. All reinforcing steel shall be 114 bars.
3. Concrete shall be class 500-C-2500 concrete.
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
APPROVED
C. R. Nefso , dreefor of Pabhe worms 1333
Adopted: Res. 52.718
`CONCRETE PiPE SLOPE ANCHOR SHT. I OF I
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE 1N GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDSTH F
0 E PIPE I E LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN
150 mm (6'). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR D2, WHICHEVER IS GREATER.
B. WHEN Di IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN Dt IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (720) SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 Tim (21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
CIRCULAR TIES
PiPE DIAMETER NO,
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') O.C.
10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 may (240)
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
It. 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 BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
380 - 2
SHEET 20F2
CONCRETE COLLAR FOR RCP
300 mm 12" THROUGH 1800 mm 72"
OF
CIRCULAR TIES
Do not USe redW000 Covera where there 13 o possibility Of Wn" 10000. Where there is
a pdiasRtlllty of Wheel bryda use Type GLP )Net.
525 mm
(21') OR LESS
3
600
mm (24') TO 750 mm (301
3
825
mm (33')
TO 1425 mm (571
4
1500
mm (60')
TO 1800 mm (72')
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') O.C.
10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 may (240)
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
It. 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 BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
380 - 2
SHEET 20F2
CONCRETE COLLAR FOR RCP
300 mm 12" THROUGH 1800 mm 72"
5 tat. 3 loo
-'a' Das tot. 3•
a 100
Sa
PLAN
F--
2
Top and Bottan
aim Inn Ckness I is. as Ix
STANDARD OF
Do not USe redW000 Covera where there 13 o possibility Of Wn" 10000. Where there is
a pdiasRtlllty of Wheel bryda use Type GLP )Net.
nu+ Ye e1 -xs�aw
PLAN
•n a nod
f 90° -1
co Grind all exposed
Corners 5 mm raalu!
p ser e,.r. ,am.n ,war. xm,wn
200
1500
I •Inn I
200
Yonote sect
,-•13 Stirrups a 150
1 Top 6 bottaa I
Sfinuo
IS 200 I
\
•t9 a 140
230
I
"D' bile
130
2100
y�
1 240
•13
Q
^ I
chain to lug Ona
150 1--75 tYO.
1� s
tYp,
/
I 710 I
1501
..c., oars
I230
stn.
•13 a 450
1 nin
I
f
•13ate.,
c' bre
-b- bas
E
SECTION A -A
Z00 . 6
-134 200. Ext zoo
Into ia%rty
etion
structure
•u ,-,_, a 100 -
optional
SG ail 13
•13 .
•13 1 20o. Extend
Into )IAictlun
Stirrup bars �F
Optional 13 r-1 a it
at
Sae Note 13
at San
1050 nin
•13
SECTION C -C
co+'rCr+
SECTION O -D
(am
V
NOTE TO DESIGNER
ttrpdtire - •u- a too
SECTION B -B
Top and Bottan
aim Inn Ckness I is. as Ix
STANDARD OF
Do not USe redW000 Covera where there 13 o possibility Of Wn" 10000. Where there is
a pdiasRtlllty of Wheel bryda use Type GLP )Net.
nu+ Ye e1 -xs�aw
^ r•wt crn-*rw
•n a nod
�� W/ 57 pmy,.iG F WG COtT61r
co Grind all exposed
Corners 5 mm raalu!
p ser e,.r. ,am.n ,war. xm,wn
200
Stirrup bars �F
Optional 13 r-1 a it
at
Sae Note 13
at San
1050 nin
•13
SECTION C -C
co+'rCr+
SECTION O -D
(am
V
NOTE TO DESIGNER
'a" oars
Top and Bottan
aim Inn Ckness I is. as Ix
1050
Do not USe redW000 Covera where there 13 o possibility Of Wn" 10000. Where there is
a pdiasRtlllty of Wheel bryda use Type GLP )Net.
200
0
E p
•n a nod
Slot 20 mm x50 mm
r
f .� 6.9 man Checkered E
co Grind all exposed
Corners 5 mm raalu!
One or more Wall opening* can De used. Location Ono rvA CW as oraerao by the engineer.
200
1500
•16 d 115
200
1650
Opening may be coat In pipe.
OJi m Openfiyq
Dla=Um t
Iwo
•t9 a 140
230
i
Tock weld 0.5 m 22 mm 0 Hae
of 6.4 mm Mat •tfe0led [n rocket
130
2100
y�
1 240
5 OF G
Q
^ I
chain to lug Ona
ItOI1NTs' ROUTE
` I ., cover (See Note 10) Tw Www Mrrwr Mrter.r.rlty -- a:R
7 )I +' 40 Atrewawrraerwr rrrrr w
I,-rtl ssrwwwrWaal sirrrrt +ars C
AAV
ni e x 0mm .15 in 6R.4 nm°°JJ 12 mm p x 2B0 mm200 Ga, natty 5`� �/ 6.4 mm Cneckrsd R rlih 22 mm ande
m tar max
- eHnmso on the cover common DETAIL "F" Bracxeta a 3 e ssee IIS mm x 6.4 m Dent Plot•
25 mmatoll tAnderslde to CSP and 6
See t;Xon
over
Plow pipe so lows Of •'N" OetaR - concrete Dlpe g lies owes In r04;ket
grate rill be parallel With r-76 mm x 12.7 mmA3250 Redwood top 0'80 mm n0 of eyeooit and roil for 13 mm a cats
pain surface flow. Sara x ISO loll RWr000 rDYN "G" Weld3 5..,)r50 m ,_-_7D Type 90OR OratL L~s aha Steps - NOn° reWlred Where "N" la less than
a sMrS0,75 aL Where "H" Is 0.75 m or more, Instal steps or lad -
0a 10 M I 1r der with lowest rung not early than 0.3 m above the
to PIM 90D tem W"0 M� � (Sas Section B-B_y�-�fkwr aq highest rang not mors than 0.3 m below top
T7 -B for CoWE sedEE b for Dottam design).mof 6.4 mm Mot- --� of stet. The distance between step° or rungs shall not
O det0lsa Fon (See Note IIIE x• treated chain ($Oe Note b) ( exceed 09 a and Wil pe Ifllform }hrou nWt the Nngth ,
b stab Wilt Alp " SECTION D -D of the wall. Place stops or boater n the will without an
Continuous$ TYPE OCP or OCP) DETAIL "H"
s Wek
PING fOMtt WITH STEEL COVER (See Note 9) 2. option any Ds wnatructea n ons wgth °t cantroctor'e
ppilan an �P roar.
3. On CSP rlser.caweCt kidder coke Plot* seeE 9.5 me Min Dip x 380 mal 64 mm x 9.5 mm u can Compross b ova,
-----_e-Die plow + C4 m '. Bent as anown ---� Rofls
o Ill 30 4 with daub* hutyto to be canxtsd with U mal 8 Ddts _1
Jon aro CSP SECTION B -B R RG12 fR
SECTION A -A Slot 20 mm x 60 mm S. treat pipes end( not protrude luta OosM3,
TYPE OCP or OCP) 64 m Cneckred a 6. Except for Nests saw tar luictlan Doxas task fxars mal Q
TYPE GMP WITH REDWOOD COVER IS" Note 9)
32 ' 1 '••
L16 mm x 16 mm z 9.5 sal Or Cost �5 may x 65 mm slot In Type 9008 grate Hole '
L76 mm x IS am x 9.5 mm pipe• dice Pipe so bra of l 5qurad ono
Rivet. spot wok grata Will be parallel
-
r took Weld at With main surface flow. + •' i .'
1/o points or better
to CSP ®r, m 0 en/isee Section S -B
fr bottom designEUPPER PART CV
SECTION B -B DET0.1L "G"
TYPE GCP' Weed 2.8 m thick9.5 ma Rlvets, spot Weil WITN GRATE steel plate cover
Sea DetaH "A" r tock veld at '/e -12 no Min m x 75 mm
deo Nootlnal D points r better
Set Deter! "B" F14 mm 0 Hde In angle ° N `"
$L FSlot 20 min x SO mm
n 6.4 11Me Checkered R IS
8 ISee Section A -A
for bottom design) T_ 'O i
18 b I'
2 -Wise SbiteO lave einfrovl saps of Ito from all d1rectirr toward
x 25 in for g mm f Steel rungs. gav outlet plpe.and a wood trowel fWtt
a
• 13 mm a bats (See Notes I and 73
• . .. T. GdvaNzirngl Sas Standard Specifications Of special R-orlsiOnL
2 -Holes 15 mm or 25 mm a steal rungs Lee SStandard Plane O77A and DTT8 for Grits and £rape
•. ' ••. -. '
for 13 mm o Dolts )See Note 13 _ Detab and Weights of Yiaceiloneous iron aW Steel. Ir
- •. .:A oesgCR r nation of Type Oam pipe Leets on plass 10
�. .� . Hca Plata hdicotes tram ratlta re to be furnished and Installed z
• 64 mm It x 9.5 FOR x 0.25 m _ on at side opanlnps.
g mm 0 Steel step, gay 10. Chain to De provided ellen specified.
OrHI or cast no*$ (See Notes I and T) IL Cc& sea with pµ000 mixture of sale, WTiald cement, and
SECTION E -E to suit and grout or 25 sem steel atop (Soil Note 11 "AAslfled asphalt Mixture of I ort prtkwd cesent•3-5 Q
step in place parts sand, and t'/= parts S9 mmlelfiw 06"tJ
Step 38 men x 9.5 mm a
2 mm
'- 16 man a Holes far Mn p
Yr 30 mm In 13 may a Dat°
-�ahadder location T it I r
f-
Shoulder pipe wd1 +
Fff I
Step Plate
_,9DO mm CSP -2.8 mm thick 64 mm x 9.5 mm
Tackweld 150 mm cut Place of CSP x 0.3 m 16 mm Hae 50
3 m rand 900 ash CSP riser to provide i%x , A�
Stub dipuDle thaxneas and additions Y
•5% Support under ring and grate. 0 ani
SECTION C -C h be
Continuous weld Oral 25 mm 0 nates In CPs coat r
TYPE OMP Or OM took sero o 5 a of 6.4 may I AC da a ril125 may p holes in concrete plop
Mot -treated chain I.Im I Finish shoulder line for 13 mm m mocMne bats, cut Woalwa
WITH STEEL COVER 1500 tote 9) to frame and cover Dianmten boar Too AC
)see note ro)SECTION G -G oke NOTE
Welded RCP RISER CSP RISER Gowanizr otter faDrlcotlon lSse Hots i.i
/9.5 man Rivera, spot wale r
deo R-12 2 mm/tack wok of /a points r better-ccoover g STEP DETAIL DETAILS OF TRASH RACK
6.4 am treaGerw R 30-�i 'I� yo* 20 "11° min =N v Is ma m ear FOR PUMPING INSTALLATIONS
1 I x60 tmn _ DETAIL "A" . 1_
25 mm •Hasa x 0. x4.8 a
'$7I 90D mm CSP riaer 2`'' A. ' �- • m dos x o.05 m USE INLET TYPE OCP1 Or OMPI
.1.-.
. I Pipe riser Modifled 90M 0a>uter STATE OF CALIFORNIA
,o Pungn A Ave P Weld 1.6 men gav steel pots Um _ 1 r 900AX grate Max
moles in angle ---' reinforcement (2 rectuired) ^II nut 40 DEPARTMENT OF iRAHSPE T10H
E� mm Rlvetaappt Veld r SECTION H H Oldnerer base TYPE ODI PIPE INLET
LTz 9�.51xWa�a1 F tock weld Ot'/a points TYPE 001 BASE DETAIL FOR NO SCALE
L76 m x W mm r better LADDER DETAIL ALL DAENSIONS ARE IN
x 9.5 del TAt SECTION F -F PIPE RISER CONNECTION See Notes 42.3 rid 4 MILLIMETERS UNLESS OTHERWISE SHOIIN. 076
Nard1
a�a it
[anVete tin
We reo.x:er
2 - •190),
STIRRUPS IS
A,G,y w[YITnLL"elp6
TYPE MH
UPPER STRUCTURE
Scan
'a" oars
Top and Bottan
aim Inn Ckness I is. as Ix
1050
•13 a 100
200
(zoo
•n a nod
zoo
1350
•16 a 125
200
1500
•16 d 115
200
1650
-19 a 140
200
Iwo
•t9 a 140
230
1950
•19 d 113
130
2100
•19 a 100
1 240
• mann fill over junction structre is 600 lam r less.
is shall be Increased by 50 am.
s Sl Oswalt
HD 'c" DrWmss
Ml. ( } 1
150 r •13 D 100
S5
200
1950 •16 a 100 1
215
2100 •16 a 100
230
N00 •19 a 1001
NO
B
bars
Top 6 bottom
750
-16 tat. 4
900
•16 tot. 4
1050
•16 tot. 4
1200
•16 tot. 4
1350
•16 tot 4
1500
1 •19 tat. 4
--- �DISII Cent. 4agE •aro arrt ru ms' Sr ET 1-0-+�
p
i
etrto
I aEp�FEAfO EVGIreEa -
OvIl row G.I.W. ry ,n barGq a
<eVRb1w. a dsr.,k ®41 ear mq p,e
DESIGN NOTES
I, oesigrila in canfarmrKe rim ariage oesion 5wifications , 1963 AASWC
SMIficalaf9 pith revisions by Caltrans 1,
2. Live good: M520-44 tryck. Earth pressures: 22.0 Oa/m vertical.
15.7 kPO/n tori Eontai.
L unit stresses: Pc 25 ofth fy = 400 wa
4, 1loxit.. fin height 6 n
GENERAL NOTES
I. Plans shpt, oesignot& inlet aq Platlet pipe aimeters.
taper S_. / tVe or Morale r it Ieeuired 1, lateral Dice dlaetr
and skew I if reel"ce I, C.N. and hb. Ula le der Iatral
My be =itte0.
2. tipper s*rmhra, toot ,mire0, may be on, Designated inlet tym as
vnen an Standard Pian 072. 013, 074, 075 or this sheet. -
3. Risers shall De msitllxed to eitw side of the strLetwe as sawn.
4. EWA risr shall hays a looder. far details see Stoldo d Pian D93,
S. Thl Gress of dad, shalI vary as neass Wy to aaylde a level Motale -
Wt.
6. Reinforcing steel shop ve Dimea 50 m clear to inside of structure.
7, waxier+ sav of Iatral oipe a is 450.
9. Ldtrnl "ey the pHrzd in eimer side hall, 1
9. Safe 0, oils- 02 dee less than ID50 we4 clear distance between side 1
oil is Shall dee 1050 We End eel is sb01I oe 150 M thick vita •13 0 300 me
olmea born ways.
10. Sia nal is shop be fi Veil with the inside of the inlet and outlet pipes
voen DIM dlalwtre We 1050 an or mme.
I,. L is ISM Aweinim4x
12: Wan C is not specified, ring the spiral directly into the wit of 'I!
MB 1f(Vctyfe. j
13. Wt C is specified. 001trMyOr any. at his option, ring the Iatral I
directly into tte wt far use as an Inside film A calla conforming
with it* all thickness ad reinfra t as sawn in section 9-8 '
sal I be aarec rare the Dope, i
16 Sen lateral IS extended directly Into tie rail, It salt be altered 1
dee tecessay to be flush pith nal 1.
•19 a Iso tat 3
SECTION C -C ( OPTIONAL )
Mal" fl I I height • 2.4 m
For relnfrormnt ad details not shawl, see Section C.0 NO SCALE
ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS OTHERWISE SHOWN
STATE OF
CALIFORNIA mlV4SSM Of STROCTUMS STRUCTURE DESIGN _____
--------- ------------------------
,nwew• ,eel
KPARTMOR OF TRANHORTATI011 JUNCTION_STRUCTURE
--------
e,4tGW M.
• w N w ro r+
r,aE, .e„w,w, w.as Inn.
m • /d /eWiw ue " /l v 9 -oil
I REVISED SHEET TOTAL5RS 544-9p
REVISIONS APPROVALENGR S. DATE
�
QROFE0 L
D L Bq�F
7 z
m
Or No. 24573
* Exp. 12/31/01
FiU
3•)► 9� CIVIL
Dn%ITY IADATE OF CA
S\F
I
® RECORD DRAWING
The information on this dnr#Ang is etltsW from Others anc
must he verified in the field by M WOae prior to use o1
^r^ntruction. HALL al FOREMAN, INC. is not responsible fol
'1r9round fK ty locations or depictions. All above grour•ri
., ilea
can be readily seen and verified bV the Darties th_
.."' ` to 112P SAmlts.
moor Hall & Fbreman, Inc.
■■r A Civil Engineering • Planning • Surveying • Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777
PREPAR D UNDER T SUPERVISION OF:
4 � 99
(CHARD L. BOWMAN R.C.E. 24573 DATE:
L461\\"
a`
�
NO.
CITY OF FONTANA, CALIFORNIA
we
C.i
Ln
Ln
0
i
DO
n v3
D_
RAWN BY
STORM DRAIN IMPROVEMENT PLANS
SCALE:
E.O.
DETAIL SHEET
HORIZ: 1" = 40'
ESIGNED BY
VERT: 1" = 4'
C.N. & E.O.
FOR
TRACT NO. 15949
HECKED BY
A. G. & R. B.
DATE:
09/30/98
OB Nil.��
�ZC'9
DR, NO.
SHT. NO.
5195
APPVED CITY ENGINEER R.C.E. 25126
2697
5 OF G
Q