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18' WATE
'` REMOVE EY/SM/M/ 0 PES/LT/Alf I
57 SigS/N ANO ,eCP 720 2 w , A T
30 PROP. 18RCP
SEE SHEET _6.
W1.19IT41
A
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SIERRA AVENUE
I�
EXIST." CHIN LINK
I ; t R/W > FE + E
1 a 13
f` cr_
1 t W 1. In LAT '
PROP. Kpl 30
�- I CES • E�m6�
- Z,
M 1110+66.07 IEC
INT. T 10+00, LAT I.C.
j =STA. 10+00. LAT Vi
=STA. 536+99.10, LINECALTRAW
- -
t R/W
R/W
u
■r■
6•
t
M4.111111%
EA'Mt4P
L
12 13
CONNECT TO EXIST. 24'
(609:6 FAM) RCP
(1505.63 INV) VERIFY APN 240-0-06-
PRIOR TO CONSTRUCTION `�QR
SB. CL STA. 101+49.96 35c�4aN�5,
W=28' (8.5 M),
V=7.71' (2.35M) too, 43970
Exp, 6."
CIVL
. W _
Q
H
N
14
&114� -Br.
ALLARD ENGRIEMM
wring~- Land f3um■YLtO _ 1�
S53 Stena Awotn
fa It uk Cdbmk I =
2 08
35
0. MQ
Zo
11R I- F--
18' - 2T•
16
(L INT. STA 11+07.18, LAT 'B 2
«
42' - 48'
t
0<<
1 10
CB "I
L
N
Q
C
I
= STA. 10+00, LAT 'J'
35
ST. r STA. 101+16.88 i
22.50'
+
0
U
12.46'
= STA. 10+00, LAT 'H'
W=21' (6.4 M),
00'
c"
U
v
APN 240-091-39
=7' (2.1 M)
C)
00
Noo
44.55'
m
N
(NJ
�3
'
17.64'
NZO
to
OR
_
54 89' 43' 42' W-`
22.50'
•
�
' I '
30
■
LAT--
T.
' &,,SR
CO
F- ►�
M
'
-- _ .__. .�t_ --� LAT
PROP. 18'
J' /CF,
RCP C
W1.19IT41
A
i8•IVIA
TAI I
�i
ev
v
� Z -
titn N C:Z-
p .vl,Z +1 - �1
01
> m m
v v
0-
cr
rn
M Q
o. ROP
cl5r O )
10 II
SIERRA AVENUE
I�
EXIST." CHIN LINK
I ; t R/W > FE + E
1 a 13
f` cr_
1 t W 1. In LAT '
PROP. Kpl 30
�- I CES • E�m6�
- Z,
M 1110+66.07 IEC
INT. T 10+00, LAT I.C.
j =STA. 10+00. LAT Vi
=STA. 536+99.10, LINECALTRAW
- -
t R/W
R/W
u
■r■
6•
t
M4.111111%
EA'Mt4P
L
12 13
CONNECT TO EXIST. 24'
(609:6 FAM) RCP
(1505.63 INV) VERIFY APN 240-0-06-
PRIOR TO CONSTRUCTION `�QR
SB. CL STA. 101+49.96 35c�4aN�5,
W=28' (8.5 M),
V=7.71' (2.35M) too, 43970
Exp, 6."
CIVL
. W _
Q
H
N
14
&114� -Br.
ALLARD ENGRIEMM
wring~- Land f3um■YLtO _ 1�
S53 Stena Awotn
fa It uk Cdbmk I =
2 08
35
0. MQ
Zo
N45' 09' 37' W y� +
„_ .._ - 12 S89' 55' 00' W 90' 1_.1. _ _
- t +�; •` ..� - 1 +Kl �_.-_-`XIST..1Q' SEWER -- f
_ . , �� _ ANS
EXIST. , ..__._.. lA__ z. c„ , �., 38 - SEWER PL `
SEE
30
_ F.O. CABI. hp 180 ;' + +
_ DWG. N0. 3133
I� �. � -. _. _ ._ _ :. ,. -, :� _. FO C
T
•
95 rn co
I IN I 00 LAT
8 B
N89 50 22 E
T ( 35 ■ ■ EXIST. ___- __----
92+57.77 �L LAT A = A. Q_+.. O, LSA 1 Q, --- ,� _� - A
30 �j�• - o __ �_- EXIST. '-
W=3.5 .V=4 , B --IV ,� PROP. IS RC - _ = STA 536+20.06, LINE' 18 WATER J
3O SEE SHEET 6 v / 0 R/W
t4 131
+
_...._
_. . �- 3 " , - i I � � + � G Z LAT 'E' S.. U.T W H I H A ND___- OLAT
-, PROP. IB RCP -
■A■ 7: 1r SHEET - -
EXIST R/W h; L ,.. -
- i
_.._.. 2. W OP. ' RCP
-�
_ - ._
ill
--
._
a.
- -_ SEE S EET 3
_: _-------- I Ef�1S
- _
E�
E
__.
•
PROPOSED �' a I PROPOSE
r ~'c'�c + APN 240-121-b5' ' R/W
6 PROPOSED CURB AND �._ - ; , u,
G -UTTER SEE STREET "RTW j __ . a Wi 27' fc `r' `O _a_ m
MPROVEMENT.�PI,ANS _+ , 7 I 3 �Mri
�`.� N
.�s
-__.w..
DWG NO. 299`E APN 240-091-�#�...._,.,- m , ti o o r- 00 .. 1 ,� , j /' .�, f '.tnn . oo ..; v `�' ?
SHEET I I i -_, aCyl :,� o rlr o - l x ao
1 r- „ + N tr - • - -
o o +
.r.. ,, , _ If EXIT. �18`. a $ „ •
'� Q a0 I t i H` - 3
I WATERT t. >
;►- ` w � � � urs ' z - 35
1 to
-,;t 5
1F16PR-OPTI CABf f i 3 3 „ a
TO BE CONSTRUCTED 39
BY OTHERS
REV. REVISION DESCRIPTION DATE ENGR. CI DATE SHOULD CONSTRUCTION OF THE REQUIRED
I CALTRAA6 CHANGES - PERM /7- L /P•13 2
kwc4eD 2)eawmkl 2!14 IMPROVEMENTS NOT COMMENCE WITHIN TWO
,REMOVE EX/ST/N!a DES/L7/N!� 8AS/N 2• - .ZZ YEARS OF THE DATE OF APPROVAL SHOWN HEREON
DIAL TWO WORKING JVD /g "�QCP. Aoo B�PicJt'QKOMoJPTq.P AND CARRIED FORTH IN A DILIGENT MANNER. THE
BEFORE DAYS BEFORECITY ENGINEER MAY REQUIRE REVISIONS TO THE
YOU DIG YOU DIG P1,LA T c/
PLANS TO BRING THEM INTO CONFORMANCE WITH
A PUBLIC SERVICE BY UNDERGROUND SERVICE6A0LERT STANDARDS IN EFFECT.
ONE
SAP
GRADE
GRADE 1
PROFILE SCALE
HORIZ: In = 40'
VERT: i' = 4'
02
11R I- F--
18' - 2T•
16
301- 39'
«
42' - 48'
t
0<<
1 10
L
co
C
I
52'43.
762
22.50'
'
U
12.46'
3
c; c;
00'
00.00'
W
�co
17.67'
=75054
C)
00
Noo
44.55'
m
w,n
(NJ
�3
'
17.64'
9.30'
FF
N
NN
� �
N
22.50'
r
Z t•- F-
- N N
„ „LAT
' I '
30
+
LAT ' F' �'
•
+ to
In Z
(�
N
•.
22.50'
'
17.67'
53
-
60"00'33.339
.0052
53
45.00'
PROP. IW
47. 13'
25.99'
OI
59'
24.00'
22.50'
.
IST42
17.67'
9.32'
,
30'
00'
01.40'
R/W,�-
'
__
-..
K
45'
07'
16.74'
45.00'
35.44'
18. 70'
L
51-57'30.78-
22.50'
In LAJ
_
.. ,`; -_
_
14
N45' 09' 37' W y� +
„_ .._ - 12 S89' 55' 00' W 90' 1_.1. _ _
- t +�; •` ..� - 1 +Kl �_.-_-`XIST..1Q' SEWER -- f
_ . , �� _ ANS
EXIST. , ..__._.. lA__ z. c„ , �., 38 - SEWER PL `
SEE
30
_ F.O. CABI. hp 180 ;' + +
_ DWG. N0. 3133
I� �. � -. _. _ ._ _ :. ,. -, :� _. FO C
T
•
95 rn co
I IN I 00 LAT
8 B
N89 50 22 E
T ( 35 ■ ■ EXIST. ___- __----
92+57.77 �L LAT A = A. Q_+.. O, LSA 1 Q, --- ,� _� - A
30 �j�• - o __ �_- EXIST. '-
W=3.5 .V=4 , B --IV ,� PROP. IS RC - _ = STA 536+20.06, LINE' 18 WATER J
3O SEE SHEET 6 v / 0 R/W
t4 131
+
_...._
_. . �- 3 " , - i I � � + � G Z LAT 'E' S.. U.T W H I H A ND___- OLAT
-, PROP. IB RCP -
■A■ 7: 1r SHEET - -
EXIST R/W h; L ,.. -
- i
_.._.. 2. W OP. ' RCP
-�
_ - ._
ill
--
._
a.
- -_ SEE S EET 3
_: _-------- I Ef�1S
- _
E�
E
__.
•
PROPOSED �' a I PROPOSE
r ~'c'�c + APN 240-121-b5' ' R/W
6 PROPOSED CURB AND �._ - ; , u,
G -UTTER SEE STREET "RTW j __ . a Wi 27' fc `r' `O _a_ m
MPROVEMENT.�PI,ANS _+ , 7 I 3 �Mri
�`.� N
.�s
-__.w..
DWG NO. 299`E APN 240-091-�#�...._,.,- m , ti o o r- 00 .. 1 ,� , j /' .�, f '.tnn . oo ..; v `�' ?
SHEET I I i -_, aCyl :,� o rlr o - l x ao
1 r- „ + N tr - • - -
o o +
.r.. ,, , _ If EXIT. �18`. a $ „ •
'� Q a0 I t i H` - 3
I WATERT t. >
;►- ` w � � � urs ' z - 35
1 to
-,;t 5
1F16PR-OPTI CABf f i 3 3 „ a
TO BE CONSTRUCTED 39
BY OTHERS
REV. REVISION DESCRIPTION DATE ENGR. CI DATE SHOULD CONSTRUCTION OF THE REQUIRED
I CALTRAA6 CHANGES - PERM /7- L /P•13 2
kwc4eD 2)eawmkl 2!14 IMPROVEMENTS NOT COMMENCE WITHIN TWO
,REMOVE EX/ST/N!a DES/L7/N!� 8AS/N 2• - .ZZ YEARS OF THE DATE OF APPROVAL SHOWN HEREON
DIAL TWO WORKING JVD /g "�QCP. Aoo B�PicJt'QKOMoJPTq.P AND CARRIED FORTH IN A DILIGENT MANNER. THE
BEFORE DAYS BEFORECITY ENGINEER MAY REQUIRE REVISIONS TO THE
YOU DIG YOU DIG P1,LA T c/
PLANS TO BRING THEM INTO CONFORMANCE WITH
A PUBLIC SERVICE BY UNDERGROUND SERVICE6A0LERT STANDARDS IN EFFECT.
ONE
SAP
GRADE
GRADE 1
PROFILE SCALE
HORIZ: In = 40'
VERT: i' = 4'
02
C.S.P.
GAUGE
18' - 2T•
16
301- 39'
14
42' - 48'
12
51• - 66'
1 10
ONE ROW OF
SAND BAGS
8' 6'
C.S.P
ao
R.C.P.
WRAP WITH ONE THICKNESS
OF 15 POUND FELT PAPER,
SHAPE OPENING FOR SMOOTH
JOINT
NOTESt
I. V, SHALL BE SHOWN ON THE CONSTRUCTION PLANS.
2. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT C.S.P.OF SIZE D2.
3. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION.
4. R.C.P. SHALL BE SIZED TO FIT FUTURE CATCH BASIN DESIGN.
5. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT THE OUTSIDE DIAMETER OF
STANDARD JUNCTION STRUCTURE SHAFT IF IN ICATED ON CONSTRUCTION PLANS.
S. %Z WIDE SHOTS OR Y2 TO h ROUND HOLES.
DESILTING BASIN DETAIL 54
Q
REMOVE EX/ST/A/y
DES/L 7,lN$ 8AS/A/
AVO 41.0&,'
S8
CONST�CT Ivv MORTA2PLUS,
NO.
* WILL REQUIRE BEVELED PIPE
POTHOLE VERIFICATION
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WASOBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN 0N THE PLANS. THE CONTRACTOR SHALL, AT HIS OWN
EXPENSE, DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY
DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS
OPERATIONS.UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR
NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING.
I
CONSTRUCTION NOTES:
30 CONSTRUCT I8 -INCH RCP, (D -LOAD PER PLAN)
31 CONSTRUCT 24 -INCH RCP, (D -LOAD PER PLAN)
35 CONSTRUCT CURB OPENING CATCH BASIN
PER A. P. W. A. STD. PLAN NO. 300-2.
®5 CONSTRUCT CURB OPENING CATCH BASIN
PER CALTRANS STD. PLAN. D72 TYPE OL INLET
36 REMOVE INTERFERING PORTION OF EXISTING PIPE
37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED
APPURTENANCES
38 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD.
PLAN NO. 380-3
39 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A.
STD. PLAN NO. 331-2
42 CONSTRUCT MANHOLE PER A.P.W.A. STD.
PLAN NO. 321-I
51 CONSTRUCT CATCH BASIN CONNECTION PER A.P.W.A. STD.
PLAN NO. 308-1
53 CONSTRUCT 30 -INCH RCP. (D -LOAD PER PLAN)
54 CONSTRUCT DESILTING BASIN PER DETAIL HEREON
CROSS-REFERENCE NOTES=
I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL
2. LOCAL DEPRESSION ESS ON T 0 BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS DWG. N0. 299T
SHEET NO. 10
3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. 2997, SHEETS I THRU 3
4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA
STD. PLAN NO 131. SEE PROFILE FOR LIMITS.
5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE
DWG. NO. 2997 SHEETS 9 THRU 13
CURVE DATA
NO.
A
R
L
T
C
59'
52'43.
762
22.50'
'
23.51 '
12.46'
0
45'
00'
00.00'
22.50'
'
17.67'
9. 32'
O
44.55'
. 041 1
22.53'
22.50'
'
17.64'
9.30'
FF
59.48'
27.31
05.08'
22.50'
'
23.48'
12.94'
G
45'
00'00.
00,
22.50'
'
17.67'
9.32'
OH
60"00'33.339
.0052
5. 19
45.00'
LAT
47. 13'
25.99'
OI
44'
59'
24.00'
22.50'
'
17.67'
9.32'
J
30'
00'
01.40'
22.50'
'
1 1. 78'
6.03'
K
45'
07'
16.74'
45.00'
35.44'
18. 70'
L
51-57'30.78-
22.50'
*
20.40'
10.96'
* WILL REQUIRE BEVELED PIPE
POTHOLE VERIFICATION
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WASOBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN 0N THE PLANS. THE CONTRACTOR SHALL, AT HIS OWN
EXPENSE, DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY
DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS
OPERATIONS.UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR
NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING.
I
CONSTRUCTION NOTES:
30 CONSTRUCT I8 -INCH RCP, (D -LOAD PER PLAN)
31 CONSTRUCT 24 -INCH RCP, (D -LOAD PER PLAN)
35 CONSTRUCT CURB OPENING CATCH BASIN
PER A. P. W. A. STD. PLAN NO. 300-2.
®5 CONSTRUCT CURB OPENING CATCH BASIN
PER CALTRANS STD. PLAN. D72 TYPE OL INLET
36 REMOVE INTERFERING PORTION OF EXISTING PIPE
37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED
APPURTENANCES
38 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD.
PLAN NO. 380-3
39 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A.
STD. PLAN NO. 331-2
42 CONSTRUCT MANHOLE PER A.P.W.A. STD.
PLAN NO. 321-I
51 CONSTRUCT CATCH BASIN CONNECTION PER A.P.W.A. STD.
PLAN NO. 308-1
53 CONSTRUCT 30 -INCH RCP. (D -LOAD PER PLAN)
54 CONSTRUCT DESILTING BASIN PER DETAIL HEREON
CROSS-REFERENCE NOTES=
I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL
2. LOCAL DEPRESSION ESS ON T 0 BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS DWG. N0. 299T
SHEET NO. 10
3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. 2997, SHEETS I THRU 3
4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA
STD. PLAN NO 131. SEE PROFILE FOR LIMITS.
5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE
DWG. NO. 2997 SHEETS 9 THRU 13
20 10 0 20 40 60 80 100
SCALE: I"=40' .��., ,,-
_, -'�FERMIT NO.08-03-N-MC-0483
PLANS PREPARED BY: CITY O F F O N T A N A
QROFESS/� WWILLDAN 0 C A �'n STORM DRAIN IMPROVEMENTS
4
NO.�to� i 27042 Towne Centre Drive, Suite 270 DRAWN BY: SCALE:
56185 99)418840, CA 92610
470-WILLDAN TERRA AVENUE ►' =40'
EXP. 12-31-04 UNDER THE SUPERVISION OF: DESIGNED BY: 20' WEST 350' EAST OF DATE:
�� WILLDAN SI A A A 0 H AN AVE. 04-14-03
v�L ENG ��' t- Date : 4114/03 CHECKED BY: D Y DRAWING NOs 471
�TFOF CALVI KENNETH C. TAYL R R.C.E. 56185 W 1 LLDAN CITY N INR.C.E. 11 DATEL 300 I 7
LJ
z
L.LJ
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Q
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V)
HYDRAULIC DATA
REACH
O(CFS)
PIPE DIA
n
So
Sf
Vf (fps)
Dc
LAT
*Fm
10+01.75
TO
1 1+63. 57
55. 65
X30'
0. 013
0. 0559
. 041 1
18. 48
2.36
LAT
*F'
1 1 +63. 57
TO
13+49.5
27.31
=0'
0.01 3
0.0166
.0044
5. 58
1.78
LAT
' B'
10+07. 10
TO
10+40. 28
16•- 0 -
29'-
0.013
0.0928
.0052
5. 19
1. 46
LAT
' B'
10+40. 28
TO
1 1 +08. 68
16..zo
24'
0.013
0.0928
. 0731
16. 47
1.46
LAT
"B"
1 1 +08. 68
TO
13+19.
10 79
= 24';. -
6.413
0.0195
.0023
3. 43
I. 18
20 10 0 20 40 60 80 100
SCALE: I"=40' .��., ,,-
_, -'�FERMIT NO.08-03-N-MC-0483
PLANS PREPARED BY: CITY O F F O N T A N A
QROFESS/� WWILLDAN 0 C A �'n STORM DRAIN IMPROVEMENTS
4
NO.�to� i 27042 Towne Centre Drive, Suite 270 DRAWN BY: SCALE:
56185 99)418840, CA 92610
470-WILLDAN TERRA AVENUE ►' =40'
EXP. 12-31-04 UNDER THE SUPERVISION OF: DESIGNED BY: 20' WEST 350' EAST OF DATE:
�� WILLDAN SI A A A 0 H AN AVE. 04-14-03
v�L ENG ��' t- Date : 4114/03 CHECKED BY: D Y DRAWING NOs 471
�TFOF CALVI KENNETH C. TAYL R R.C.E. 56185 W 1 LLDAN CITY N INR.C.E. 11 DATEL 300 I 7
LJ
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L.LJ
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V)