HomeMy WebLinkAbout4205-210+00 fl1�00 12100 13i-00 14 oo 15+00 16i-00 I _ _. - 10+00 10i-00 � *-<'
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TAHOE WAY c,:: c> SAN BRUNO COURT6 1 9 +
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12 1 18 ° PROPOSED IMPROVEMENTS P R v c+ i ? 30' 30' ! t �`� :Q v
F N CITY DWG NO. 4203 c v 1 18 ) 8 �-clz
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s PROPOSED 8 WATER PROPOSEQ RAW + + + t; o +
12+00.96 CL TAHOE WAY^ `: r r
' BY OTHERS
10+00.00 CL SAN LEANDRO DRIVE
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a...,W_CN •........ ,. ...,...... ' .n. r
0 1 89'59'12" E
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f ..,
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N " SEWER G
... :. _ .. __... M' w. , _ .. ......... ._..._.�.__ ...._...._..PROPOSE 8 K ..
PROPOSED 8" SEWER 1 F _._._ �._ _
_
PER CITY DWG NO 4204
PER CITY DWG NO. 420 .. .., � . _ _ � . _ _
. . ..:.....
` . .
r, r
�A
54
7 NORTH END OF CB 3 10+81.60 BC
CB ' 1 V=6.73' 10+79.57 EC PROPOSED Rf W -
W=10' CASE "B" 20 j = NORTH END OF CB
PER CITY DWG NO. 4203 �� 1 6 CB 2 V=7.01' INSTALL 2) INLET LAT '°A-3"CN
F " FILTRATION DEVICES SEE PROFILE
10+47.14 � ; ;. + 4
END PIPE D W=10 CASE B ABOVE RIGHT o w A z
,-- PER CITY
10+30.32
. 4203 � � �
LAT "A-1 " 2 ,� END PIPE`l' a
SEE PROFILE 3 4 5
ABOVE RIGHT55 j 2. B LAT "A-2" 6
CL INTERSECTION - SEE PROFILE N cr. 7
10+30.34 LINE "A" E..■ ABOVE RIGHT v
10+00.00 LAT "A-1 " & 7 10+11.16 BC
LAT "A-2" '
CL MH
6 4 10+00.00=
STA. 18+01.94 WALNUT AVE; "STORkf N
PER CITY DWG NO. 3700= :
EXISTING 36" RCP RM DRAIN IN -WALNW��
r PER CITY DWG. 3700 5— AVENUE
�-- � X9`12 � � — �
40
10+00.00 CL TAHOE WAY ----
EXISTING 8" SEWER 55+22.48 CL WALNUT AVENUE� � EXISTING MEDIAN PER CITY EXISTING STREET IMPROVEMENT
PER CITY DWG, 3699 INIF DWG. 3698 PER CITY DWG. 3698
M� ANDR j*,A Q
t 11DRE A L IV
1
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/�NV1Mr^J'JV\MMrJ�M'�NV`1 _. � .� MMh�AA1�J'dWV1MMh�YL1
TOLL FREE " "' i-800-227-2600
A F�UDLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I RE%4SION DER11PTION I DATE f ENGR. I CITY I DATE
C■�e6F� Y e-.Uii p■ ���
i111..4 ,
14.
STAINLESS STEEL RETENTION STRAPS
(114" x 2' WIDTH 2 OR MORE)
CATCH BASIN
I
Uq FEET)
I tM - 40 FT.
BASIS OF 13EA NGS:
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 89'58' 16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
C ROWL 13ENCHMAW
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
YH =US LLC OF BASELINE AVENUE AND SULTANA AVENUE.
10370 TRADEMARK STREET ELEVATION. 1365.01, SINCE DESTROYED
RANCHO CUCAMONGA,
CALIFORNIA 91730 Sff E BENCHMARK
(909) 291-7600 SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2" I.P.
FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEvATKU
Q
N
25" MINIMUM BYPASS
"LOK TTTE" SS SPIKES
OR 5' LENGTH 15"
WIDTH 1/4* THICKNESS
,,— BIORAMP WITH FILTER FABRIC
42" MINIMUM WIDTH _
KATCHAU-AW CURB INLET
RLTRAPON DEWCE
7
SECTION A • A
NTS
HINGE
3 112 Q
�`OK T1TE" SS SPIKES
-- -- —a---._
A
KAMWAMN CURB irvLEr
FILTRATION DEVICE
PLAN VIEW
KS
KATCHALL FILTER MODELS AND NUMBERS:
►ATCHALL--AM CURB
VLET FILTRATION DEWCE
MODEL
WIDTH (ft)
CB #1
(10' INLET)
CB 12
(10' INLET')
CB 13
(21' INLET)
CB J4
(21' INLET')
206
3
1
2
1
1
207
4
N 00'00'48"
W
-
208
5
B
N 33'38'57"
E
-
TOTAL
30.32'
1
2
1
1
CQ%MW7= NOTES
160
1 INSTALL 36' RCP (D -LOAD PER PROFILE)
19 2 INSTALL 30" RCP (D -LOAD PER PROFILE)
3 INSTALL 24" RCP (D -LOAD PER PROFILE)
4 CONSTRUCT MANHOLE PER CITY STD. PLAN NO. 3012
5 CONSTRUCT TRANSITION STRUCTURE PER CITY STT?. PLAN NO. 3026
-- REMOVE CMP RISER
�.J INSTALL KATCHALL - AM CURB INLET FILTRATION DEVICE PER DETAIL HEREON
.. Prepared By: oi VSs r
ALLARD ENGINEERING 5. H q
Civil Engineering Land Surveying Land Planning co
8253 Sierra Avenue
Fontana,' California 92335 w No. 4396
(909) 356-1815 Fax (909) 35 1795 Exp. 6/30/87
to o �e -vT Cl v JX_
David S. Hammer, A.G.E. 43976 Datd OP CA L � O
(expires 6/30/2007)
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWNsr: TRACT NO. 17&4 SCALE: AS NOTED
DESIGNED BY: UNE "A�,�TERAL 'A-1', DATE:
ML — "— T�,AL 'Q-2`LQTEF�QL 'A 3� SEPTEMBER, 2006
CHECKED B <. �� APP ED BY: DRAWING N0. 2
�' l7 •o
11A MI
��
CITY ENGINEER R.C.E. 51152 42052
Rename: m:\dwq\i5935\Rv.AL uC5tGrJ \J t vRm umuv \ i 1884—,-)uu2.awg
CURVE & LINE TABLE
(A>
BEARING
DELTA
RADIUS
LENGTH
TANGENT
A
N 00'00'48"
W
-
11.16'
-
B
N 33'38'57"
E
-
-
30.32'
-
C
-
13'03'58"
300.00'
68.41
34.36'
D
N 26'21'03'"
W
-
-
47.14'
E
N 13'03'10"
E
-
-
2.03'
-
F
-
7656'02'"
.75.00'
100.71'
59.59'
G
-
09' 18'26"
831.00'
134.99'
67.64'
H
-
45'3343'"
45.00'
35.78'
18.90'
-
32'3923"
45.00'
25.65'
13.18'
K
N 51'2245"
W
-
17.66'
-
.. Prepared By: oi VSs r
ALLARD ENGINEERING 5. H q
Civil Engineering Land Surveying Land Planning co
8253 Sierra Avenue
Fontana,' California 92335 w No. 4396
(909) 356-1815 Fax (909) 35 1795 Exp. 6/30/87
to o �e -vT Cl v JX_
David S. Hammer, A.G.E. 43976 Datd OP CA L � O
(expires 6/30/2007)
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWNsr: TRACT NO. 17&4 SCALE: AS NOTED
DESIGNED BY: UNE "A�,�TERAL 'A-1', DATE:
ML — "— T�,AL 'Q-2`LQTEF�QL 'A 3� SEPTEMBER, 2006
CHECKED B <. �� APP ED BY: DRAWING N0. 2
�' l7 •o
11A MI
��
CITY ENGINEER R.C.E. 51152 42052
Rename: m:\dwq\i5935\Rv.AL uC5tGrJ \J t vRm umuv \ i 1884—,-)uu2.awg