HomeMy WebLinkAbout1863-9Aw MW we Sboftd
/P%b or Icing" e Catch assift pleft -------------- ---------
SW
concrete pipe of C.10.011 "a Lin
NOTES: Ile 9 AT:f-4* C -C
--- ------- --- ------
Nw*ft --- -11-, 1 1 \ *.. -
--- Uf Sft
ID
I App, I I cat I CO- to be used whon suffIclimt alter- AMLE TO MA7N CLAB FA CE /119%, F- Basin
Catch belie F%W CIE I I I I
I air& -
00 nate access Is available for maintenance and 1� 'S" ft% TOP or
when O.D. 04 Is greater than * the I.D. of 1, >- Flab W rek*wced
%T A
� -----------
or I Is greater than 2411, B shall not exceed Set note coac. pipe or C. M.P. WD I EA,474 LIIUUV
FAi7w st, fAff C
or 31". Where I exceeds 3/4 0 or 39" F V_!
g %
use junction structure Type nT without manholo. t5 . INV* A IF
VR. Itflfrodlrerseefiok
NOTE: No more then one opening shall be FJ -
inlet pipe - - Conc. encesome" K4 1 -Strai
me -c- 2oft
made In one section of plpe. -gh I drade or me note or
E 81F 0 bars See e 4/
%r&420 -C-2000 L Jiro no& ob"
Cradle *5 @ S O.Q 2. Values for A,B,C, and 0 are sh" an project Concrete W see note 3 CASE A A
ibe noAr
drawings. oomput soft ft
*,VwW Able: Rfowv m ewb arlsh. curbs Shen be
ft. Pt. Side Inlet pipe shall enter maln lift redlelly r -Rd
00101i" donsis, I � L #0 10
(R 7d
Z Elov. 9�' When elevations "IV' and 'IS" are not shown on oequif*d bw JI 77 constro0ed betwwn w�* o0"t"I AWvsskn C"
rio bws section shall colbrx to thut orcualm/finy agavy. go
project drawings. When side Inlet pipe enteft's specifications- dPF4p* boddinq CASE 2 . . V_ - 1!*/Je
%I Ime
-3(V 18" O.C. min line other then radially, elevation 'IS" 3 W X 3 1 /2 X 51le GAIJV ANOLE -!S@e speew mite ----------
I 'Ifele: All connector pipes twithin the onglos specified ow Cos* 21 G I - fc "MAW
Undisturbed oar �m
8d
shall be show on project drawings and sidt lk ------ At
she" 60 *"@sod who told within $he mein fte oncoveled PROTECTION BAR _L ------ K-- CIA L K At
Inlet pipe shall be laid on @.straight grade trench. or when Isid on fill which ties no boo* doositied. �5ECTIQN D -D
3 R.5 from elevation 'IS" to catch basin or grade SECTION 0-8 3ft *19 D ELEY6110M
le GALV. STIR"
a bars break In line. Elevation IIRII shall be show on I Basin lr>�
.% CAsE I NOTES: CASE I APO CASE 2 tIOTES
'04 0 16"O.C. project drawlmgs only when stub Is to.be prov- eeW Dornska &W brones L"Iess 0therW1S8JW~0fl9V-WW1PAW.
4- Ided In me In line -for future side Inlet pipe. Mole Line 1. Aegis A 9"N be betweee 45"dogrees end 90 "We" Sod NOTES: 7TO; Slr 6r. - Curb ro� *T -'I 1W10- flewhons at ou0rr co i it" 0110� I'pbn. Irm ekVations 0M SpKtow,
. t--- _ - be ot*r e*e d' Lowl V&pvss;@a s contlk-m
f
0 she" be 24 inches or less. For smaller volues of A end � �'.J
j The olooning shall be retangulao,, cut normial to A forgot volues of lk to" ow0priole stendord structure. 000 ta %WrIo6k to flatsw5freet surtbee.
* JIM 0
c. Stakes shall be wf to gro* of&T the w1ley mid okvy the rid�e line (ou for
min. pipe surface'and without damaging reinforcing Galvanized steel support belts shall be Installed Wow longth of -M "and "N "shall be set
steel. If a joint In tht me in line pipe falls etess "co morter-, P. Is as Coss she" wt outside diameter of ft* Inlet pipe on- curb open I ng exceells 7'-0" and she I I be spaced at not more then Ridgeti'te edge o(ocfwl drprrssed area). Stakes at points
MAIN LINE 0; 71-W' O.C. and -not less than 51-11 G.C. f -Strviqh t 6rvde or sm note 7e on a stra;y h t grode be tween 11w orend hwders (iron a terficvI curve
within the limits of the concrete cradle, provide coed ORO- bell the inside ollemeter of the mein storm drohL * 4f we note These stakes- shall not be removed until just be&v the
71110 STORM ORAIN
*3 0 is" O.C.
bars
T T
V.
.k�
T
VALUES
a
T
,r, -d'
inlet when constructed
15
U_
14'-d'
5
2 C
5'0
24"
51Y ft
27"
6. It Angle 8 is 45 degrees or f*ss. use Cam 1. of Angle 8
30 1.
6"
33"
6W
36-
is greeter "we 45 degrees. use Cos* 2.
3 9"
7"
a concrete encasement On* TOOt 800V* tn6 top OT r race plate anchors shall we uniformly spoew rat to excam low aw nor* - -0
------- final tynishing.
the main line to the limits of the cradle. 3. Center has of Intel shell be *a re*ius of maim storm *ok botwom centers and shall be placed 4*11 from each and of the A CASE a D
1 0.0.1, .4 face plate. An anchor shall be placed ever each W -beam In a 0 - 4 feet unless otherwise spKif W. K 5 Art unkis offierwise spwifW
__4 except Where lElItwotio" S is shown so project drewi"s. L -9
4. The transverse reinforcement In pipe shall be . ii; - - I grating basin.
.. 4117cher mogle" olAfrwije ihown on Me gwnerelp&j.
cut at center of opening and bent Into top and b..
0. 0. 4. The opening I"to the mein storm ilrels shall be fte eaftift One coupllrq shall bs'placed 01" to do right or left of each supp. ------ S" 4"L*/ ok ------- a Points A and 8 she// he set' &0 # incher below exIV0.9
bottom slabs of spur.
-111ocktill diameter of the inlet pipe plus one lack minimum w 3 lack -ort belt with the exception of the lost eye belt. Couplings utter preA.
rr
4- -------
4. The min linat plebe shall be ersAI&A aftA aneseaA shall be threaded to facilitate removal of aratection hap a *0 F=;Ali fWAP;1C 9 IF10% fh& ~r#"AP#Aftft MP thif 1~01 1%0nr1Wfe;A" APB
in concrete, N O.D. of pip* + 311 minimum.
Cradle my be omitted an side oppos1te lateral
,0'.-t'
:�-d' or less
111. AN cwrvqoftd meW pipe sod fittings shell be le1weil"d.
,r, -d'
inlet when constructed
In connection with exist-
U_
14'-d'
5
Ze-Cr
ing storm drain.
po" 04 - 1.! !4
-Sir 6r 1 (no UO/ C urb
I r1ow
6.
6. It Angle 8 is 45 degrees or f*ss. use Cam 1. of Angle 8
vce$
r
Sh:
sKrim��
SECTION C -Cr
SECTION A -A
is greeter "we 45 degrees. use Cos* 2.
)k
ly.
6. Reinforcing steel shol-I
be placed 1+ Inches cl oar
Place a 3/4" # protection bar horizontally across the entire'
Rk I int J-
EWTAN
ori�wym
'affT.Wougmw
from face of concrete,
unless otherwise shovm.
CASE 1
nykhll Oro* or see nits "r
7 our" W chip 0" of copaectw P40 flusel woo inner sw
7e E and F bars shall be carried to a point not less of main# 0 pe. Round *4" of concrete pe W reinforced
Pointe" Steel than J distance from conterline. J - 7/12 D + 6". Va of ft 'Oak concrete pipe.
10- condifises
wo - As ek-.
Length of
Cwt Open irq
No. of
An &"s
:�-d' or less
2
,r, -d'
3
16-cr
4
14'-d'
5
Ze-Cr
T
4.
A coupling my be omitted provided the protection bar Is �w--
1 01 370e
oil 0
cr wr tical curve shown on Vwwrvl p/am
able after Installation.
of"" I /a
I r -------
r
-
All' metal shall be galvanized after fabrication.
po" 04 - 1.! !4
-Sir 6r 1 (no UO/ C urb
I r1ow
6.
Support belts and anchor$ my be attached by a full ponetrotloo
vce$
r
Sh:
sKrim��
butt weld as an alternate.
)k
ly.
EFTIM EFLIVIN
7.
Place a 3/4" # protection bar horizontally across the entire'
Rk I int J-
EWTAN
ori�wym
'affT.Wougmw
length of 'the curb opening where curb opening is 61-01, or
nykhll Oro* or see nits "r
greater.
D" 111eQWN.
off TWO ou-in
%1 0 O.C. floor of structure shall be steel -troweled to WWWWWWWO so IIIIIIIIIIIN I oppwn a Ift WwwoocImm ff ms"M 5. rure sect I an sne I I motc" "J scent curio t"G. A CA31L C.
L spring line. wooll of me!* storm drelp ead center line ON ink# 040.
010141. Sted g. Curb opening shall conform to curb allIgnm6 t.
3r
Mill. Statloft specified on drawings apply at the SUPW 90"s Pace Filo 10. "eight of curb opening will very wlth the type curb and the
entersection of conterlines of ma in line and as needed F401now Der depth of the local depressloo.
Pound owl laterals, except tKat stations of citch basin r Top of Curb
I in* low. NOTES: CASE I
015 0 VO -C connector pip* apply at inside wall of structure. PLAN 11. Connections I* pip*$ to IOC#M OF NM In ft
IWICH" structures or pr*cesf Y breeches She" be Mode
05 4P 3-0-C- Connector pipe with seddles.
Yrion Or cut 6041111fe to M In- oil orw me owsijft of Mo. Cvjwq (TypJH,1
mom P*O. slid so its axis wilt be ft tke line ond treds I claw
an* ee I w too
..... . . . . . . of Om connecting pipe.
-See Poo I LOCAL DEPRESSION NO. 306
3. The opening isle he pip* be cat a" trimmed so
T fit as sedolle so met me port wilt project witwo the bwe PROTECTION BAR DETAIL
H C;orcroft of the sod*#* pipe. NOSCALE
III- The esesoc" pipe goloof be supported so Imew M Coon
two
unosturtow a" L.A.C.F.C.D. DWG. NO. 2-D88
3ECTION-- SECTION FACEPLATE& PROTECTION BAR -
JUNCTION STRUCTURE NO. 2- SASE 3-SAWLE CONNECTIM JUNCTION STRUCTURE NO. 4- NO SCALE
L.A.C.F.C.D. DWG. NO. 2 -DI 12 NO SCALE 1_4A.C.F.C.D. DWG. NO. 2 -DI 93 NO SCALE CITY OF FULLERTON STD. NO. 309
smir-1 oftle ow C 011111T.-Ik
ST IRON
10k NO. 2424 CA
PARKWAY GRATE J W t 1 2 r
NNW
LEGENO-
lea WT. 110 A
AJ I A I "arthole frame end cover T
26 1/4' 214 (D Alhambra Foundry Me. A-7530-9 Irak
of Alloy. (Galvanized with Locking Screws
10
or approved equal. I'S" mft SA
V"s W
Std. No. Dowel per Still. Drwy. 331 A
<
I Q4
Face Plate per Std. Orwg. 309
X1 V
-Anchor Be* Anchor Bolt-"
a
SL
26 'A
Stop per Std. trwg. 331
See Std. 305 1 0 'p,%
W t for Grating Details. 4.9
t 1, Support aw protection be
NJ r per r
Std. Drwg- 309. it A1111101 -I 8"M Aw dr L-04 a fee-*,
PLAN COVER WAY K PRIME t
J;�LL
PAINTED OR GALVANIZED 1. 4-- L *Mr. SECTION A -A
AS REQ.
NO. 2424 STEEL \�1103 bm 4 Rod"
-NOTES-- J4 a Ro&T TRAFFIC. GRATE An~ Typicei
WT. - 150 A
#0 dw at emw of a" saw /AV 01110/s of
1. Camectlon pipes vW outlet pip" wM be p1loced C~ ARSW WWI of
PLAN
TOP DECK
is arq position arount the wells. NOTES: am""a sow/ *8 '0" MWWVOW WAO cwg* Amliff.
2 '/4
2 Dimensions : V it 3 - 0 union otherwise specified. Anchor Sdt-- 1. CONNECTOR 1101111% PLA!L rho 0 dWW Sfti/ #*- mmftvw by
'fairiv coomfete vfwmw 8 airwod f&-,* awft a mous of 97
W2 for am grating. Add Jr Connection pipes and getW Opa F"y to placed
T- 5 3/8" for each additional grating. in any position around the wells. I AJpW of SWWftM ZW #0 ~06 #VWAW AP WfWf /.Wf.
f
3. Uhless eltherwiso specified catch basin shall be
Ploo shall be trimpned to the final shoo and
constructed with two grates. 30. length before concrete is pwrod.
or A~' #&Wow comw a - "001 &**/A
4. tX6" If V Is 4 0" or 'low. 2.. CONCRETS ISA An" 4 1w "m Z4 m~ ft vW JV
ts 4" If V is between 4'-0" and Floor of basin s#W I hog a ww, a 7010 tv AM
13 ;Pch" /A sofa ?f imove /a #*Amw.
ts 10" if V is 4'-0" or more,. to 4vttl t from surface flnish oW shall slope from all #WT-& allow aw into or 1"60 ovy w4w/ of em* #*Sio
Floor of basin shall be' troweled to a hard, smaiN d.roctions $041 140tes NO. 2424 BODY -directions to the outlet. I A*Apw 16T r�r 04V co.-Nweroot,09M Are AW owfomol fe or WOW
surface and shall slope towards outlet I in 12 unless- WT.- 24 11 103-0 Curvature of the lip and sift wet to or the 7 0m,64roAlk ea*k
gutter opening Shall be formed by cwvod
lag A
oftlerwise spocif led . tl, (Z:10
` 4 : . , F4�__
WT -PER 120-606*
4. Outlet pipe shall be 'trimmed ft the ftat shape An~ wft shot I =vftrw A"
and length before concrete Is poured. -.02424-105 FRAME (OPTIONAL) Surfocn of off anoesed ow
in grade, stage, finish, wW scoring to the
T. Stops I f V is a'-$" or less none required. If V 3 existing or proposed curb aft walk adjacent (S** Mo 21 y
is 3'- 6" to 4' - 0 place steps 12 above floor 1W 11 %0/ a A I I -
4 to the basin.
N A -A 35
--SECT12 ......
If V is more then 4 0 place 06ps 17"apart, 33 3. REINFORCIrMEN
wl th t" stop 6 below top of grating. Top Oock - N2 3 bolts spaced so shown.
44.
4
See Std. Orwg. 331 01MENSIONS
8. Connection pipe info" 9W be ot bottom of bo8M ICM (so Curb faces at eatch basin openfn" shell be
X
L 3*- r
unless otherwise specified . 20 that of existing curb plus 4!* or as othor. <
9. ReinforcIment' is required to waft sod Poor If unless otherwise wise shown.
NO specified
V is 10 -0" or mare. 15EE: STo. DRWG. SO,+ a Ire& dr -
W : Veriabfe
23 23 FLOOR OF CATCH BASIN'TO K A MIN. V s Variable
:;� slope is 3" Rood.
10L The outor' odqts of wahs sheill conform to IM OF Er THICK. FLOOR SHALL BE I outlet tx$'*if V240 -(r 01
existing alley surface.
STM - TROWELED FINISH 8C SLOPED t 2 1" it VSW-I" to C-0 A\
FROM ALL DIRECTIONS TO OUTLE t a 10 It V S a, -I" #A Is, -A"
... t.lr
Manhole shall 11119 pieced along fl -4 back wool
MAX.
I moor outlet.
CATCH BASIN NO. 5 Subgrade optional 4. Local Depression - Soo
S td.
NO SCALE Wall and floor ste*l per Std. Orwig. 304 FLAN
SECTION A -A
L.A.C.F.C.D. DWG. NO. 2-DI64
Flow 00 wMI shall be pour" mwolif%ic".
6" starter well Is option1111111.
_J
>
law=
Run
EFr=WnM
EITWNUM
sKrim��
EFTIM EFLIVIN
OFInM
MUM
InFr-"Wmmw�
EWTAN
ori�wym
'affT.Wougmw
OFTWErrM
off TWO ou-in
InFrillowym
minn ormw
NFT710
i EffT750 111IF-IMN
a r AM
N.D.S. 60 CATCH BASIN DETAIL
6" GRATE
NO SCALE A
INLET ELEVATION CATCH BASIN CONNECTION S BUILT'
SHOWN ON PLAN L.A.C.F.C.D. -DWG. NO. 2'�D! 63
BROOKS CATCH BASIN NO. 2424-0 NO SCALE 8-13-90
29 MIN. 20% MAX NO SCALE
L.A.C.F.C.D. DWG. NO. 2-D224 OR 88-92 VAR 88-8
BENCH MARK REVISIONS:
OFES D JOHNSON -FRANK ASSOCIATES INC. CITY OF FONTANA
ELEVATIONS SH -OWN HEREON ARE BASED NO. DESCRIPTION ENGR. DATE APPROYAL
5150 E.'HUNTER AVENUE
P.V.C. PIPE -S E� ON SAN BERNARDINO COUNTY SURVEYOR ANAHEIM, CALIF. 92807 PUBLIC- WORKS DEPA.RTMENT
0.4% MIN. SLOPE DATUM, BENCH MARK 1-18:
PLAN FOR SIZE U (714) 777-8877 DESIGN BY STORM DRAIN PLANS SCALE
Z_ RCE #31737 P.K. NAIL 'SET IN CONCRETE. BASE OF C.K. DETAIL SHEET AS SHOWN
D � qTfl ON' rrI SOUTHERN CALIFORNIA EDISON TOWER NO.
NTEi�T F.L.
7SHOWN ON PLAN EV, 12-31-92 2/1 NO.2 VISTA ETIWANDA, 100 FT. WEST DRAWN BY PARCEL MAP 11668 DATE
PREPARED UNDER THE SUP RVISION OF D.S. & M.F. INLAND DISTRIBUTION CENTER 4 6 - 89
IrNSTALL NDS 1.00 OF E71WANDA AVE.. AND 300 F7. SOUTH 1%
up, � APPIR NO. SHT.
MR. OF AIRPORT DRIVE. CHEQKED BY 5D BY DWG. N
1 11 10 %S 9 OF 9
1 WILLIAM L. HARRIS R.C.E. 3-1737 DATE' &A.Qm� Wrap
SPEE-D-BASIN OF CA oe�, I
ELEVATION 969.848 INTERIM CITY ENGINEER R.C.E. 25126
NO SCALE. MISSION