HomeMy WebLinkAbout1907-4T❑LL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
KATCHALLwAMT" CURB INLET
FILTRATION DEVICE ,
to
to
STAINLESS -STEEL RETENTION STRAPS m
(1/4 1) x 2' WIDTH 2 OR MORE)
CATCH BASIN
25" MINIMUM BYPASS
42" MINIMUM WIDTH
KATCHALL FILTER MODELS
"LOK TITS" SS SPIKES
3', 4' OR 5' LENGTH 15"
WIDTH 1/4- THICKNESS
BIORAMP WITH FILTER FABRIC
HINGE
3 1/2" o
' ZZ_
C
17"
"LOK TITE" SS SPIKES
MODEL #
WIDTH (ft)
# NECESSARY IN
4' INLET
# NECESSARY IN
7' INLET
# NECESSARY IN
14' INLET
# NECESSARY IN
21' INLET
206
3
0
1
0
2
207
4
1
1
1
0
208
5
0
0
2
3
TOTAL
1
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
10' 3.$4'
8'—Q" to
20'—Or
�M
14' 4.24'
21 4.94'
2
ADDED SHEET 4 AND CONSTRUCTION NOTE 15 & 16
S. • • Y
2
3
5
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA
CA 91730
TEL (909) 291-7600
FAX (909) 291-7630
FT
r ` bslst r I D
/1- O4 0 12-k IeF—
1 ---------------- �4 1A" �2" Clear 4 A
f
} 1 04 6 5 1 _F� Yot.
l
I 1 i i optional Joint 1
\ i, 1 Scoring k
Prgtwa on Bar (See hole 6, 1
Std. Man IW6) 1 �
curb ? ,
r
4"! y outlet I t4 il! �4" 4R.�—
_1) Curo Support (See Cyrb Support SECTlO�—D
® Details and Note 4; Std. Plan 1306)
���� ilr Whin outlet pipe is constructed within road" a minimum of
30 (County ord. Na63.0322,19.61)or the roadway structural
section thickness plus 6" 4hchemr, is.greafer, shall be
main pined bOwe.en ft tOp of v� .Qnd Yt roQ4vv4y surf ace.
Alhambra Foi•ndry A-1331-0,Apax Steal Qcpo-0otion XtIIQ� or opylfil 4 ppoa l inq
dov+c.s. SNppwq ft%iot (trona a cow)=130 lbs
Sao Std. Plan 1306 for
10
L Curb Support details
11
T 3'-61Col. Vorioss 6
22' y 1
x---22 1318.77 ` 1.l '
Keyed Const. ,,ri• l
Joint
�r�10 /o �� f t
l Inlet t ` 1
• T
tv as
keckw-
T 1318.18 -�{ T 3`- -� T
SECTION A -A SECTION 8-8
2-2" 0 WOOPhOlee
H
T
L Win- H
8'- O"
Cr fess
6'•
7' 3.54'
10' 3.$4'
8'—Q" to
20'—Or
�M
14' 4.24'
21 4.94'
TES
I. SYatrdard oporaq 104th8,"L, are 7, 10, 14', and 21'
Viler lengtbs mqy by oad.
2. Alt reinforcing is 04 0 12" R C. unless oftrwise
5. Curb apdj-in.g Shall Congorm to cab allgnrnent.
4. S@ Std. pkm 1306 W dW7 for datalls and rotes.
5. See $f& ew 1.up Por L v9pf". V A" deQoilfl.
QRAUGs.E COUNTY ENVIRONMENTAL tW A NT ENCY STD. PLAN
approved
C. R. Alerlaon, •Dir4ctvr of P*Wk WWI 13 V" 2.
Adopted• Roo. 77-92. Raviwdi RRL 78-791 ; 9a - 71®: S e - ! 1.4§ 1
l �%�...TY PE -EST 1 a� I
T"' "ASIN DIE T A I L
=0
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
B253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) -1795
I 4 Z1 10
David S. Hammer, A.C.E. 43976 Da
(expires 6/30/2007)
S. Hq�� Citi
F
i 2 DRAWN BY.
No. 43976 m HMG
Exp. 6/30/07 DESIGNED BY:
* * JM
Civ I ��\P CHECKED BY:
FOF CALXF
MI
CONSIRUCIION NOUS
15 INSTALL KATCHALL—AM CURB INLET FILTRATION DEVICE
16 RECONSTRUCT CATCH BASIIN
CITY OF FONTANA CALIFORNIA
STORM DRAIN
DETAIL
TRATION DEVICE
)ATE: 6' -
R.C.E. 511512
SCALE:
AS NOTED
DATE:
NOVEMBER, 2005
DRAWING NO.:
1907 4