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173mral M.
OR 36' R11CP
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EXIS
PROFILE SCALE
HORIz: I' = 40'
VERT: I' = A'
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CITRUS AVENUE rn
SEE STORM DRAIN PLAN
SHEET 1
0
O
SCALE: 1"=40'
REV.1 REVISION DESCRIPTION
CALTRANS CNAN655 - jr-serr ud
.......... 2ECo.2D '7�P.4w/nK
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CURVE DATA
N0.
A
R
L
T
OA
600 08' 10'
45. 00'
47.23'
26. 05'
36'
0.013
0.0086
0.0083
9.57
2.26
H
43.00
36'
0.013
0.0087
0.0037
6.12
2.1
LAT 'B" -STA. 10+03.00 -STA. 10+74.52
N
24'
0. 013
0. 0394
0. 0014
2. 26
0. 77
LAT 'C" -STA. 10+03.82. -STA. 10+49.77
38.00
t`
0.013
0.0124
0.0257
12.20
1.94
LAT ID" -STA. 10+05.35 -STA. 10+78.26
5.00
24'
0.013
20
10
0
20
40
60
80
100
_z
O. 000 I
0. 62
0. 39mmomp
W
SCALE: 1"=40'
REV.1 REVISION DESCRIPTION
CALTRANS CNAN655 - jr-serr ud
.......... 2ECo.2D '7�P.4w/nK
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CURVE DATA
N0.
A
R
L
T
OA
600 08' 10'
45. 00'
47.23'
26. 05'
0
TYPICAL
CONCRETE ENCASEMENT DETAIL
HYDRAULIC DATA
REACH
0(100)
PIPE DIA
n
So
Sf
Vf (fps)
Dc
LINE 'B" -STA. 10+07. 20 -STA. 10+93. 16
48. 10
36'
0.013
0.0086
0.0083
9.57
2.26
STA. 10+99.66 -STA. 12+85.59
43.00
36'
0.013
0.0087
0.0037
6.12
2.1
LAT 'B" -STA. 10+03.00 -STA. 10+74.52
A-00
24'
0. 013
0. 0394
0. 0014
2. 26
0. 77
LAT 'C" -STA. 10+03.82. -STA. 10+49.77
38.00
18'
0.013
0.0124
0.0257
12.20
1.94
LAT ID" -STA. 10+05.35 -STA. 10+78.26
5.00
24'
0.013
0. 031 3
0.0298
8.59
0.79
LAT ' E" -STA. 10+03.00 -STA. 10+ 14.04
1 . 10
1 8'
0. 013
0. 3850
O. 000 I
0. 62
0. 39mmomp
SHOULD CONSTRUCTION OF THE 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
STANDARDS IN EFFECT.
TRENCH SIDE MATERIAL FOR PIPE 10'
OR GREATER IN DEPTH USE I/2
CRUSHED STONE BEDDING
NO SCALE TRENCH DETAIL
NO SCALE
POTHOLE VERIFICATION CROSS-REFERENCE NOTES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF z, LOCAL DEPRESSION TO BE CONSTRUCTED
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY DCD crorrr 11ADDM/CI.ACAIT of nnIc nwr nin 00e7
EXIST. OR THE LOCATION
OF FACILITIES MAY DIFFER FROM THE
•
LOCATIONS SHOWN ON THE
PLANS. THE CONTRACTOR SHALL. AT HIS OWN
SHEET NO.10
EXPENSE+ DETERMINE THE
EXACT LOCATION OF ALL SUCH UNDERGROUND
3. FOR TITLE SHEET, SHEET INDEX
AND MAP, GENERAL
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY
NOTES. BASIS OF BEARINGS AND
BENCHMARK,
DAMAGE SUCH FACILITES
OR INTERFERE WITH THEIR CONTINUOUS
OPERATIONS.UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY
SEE DWG. N0. 2997, SHEETS ITO
3
UNDERGROUND FACILITIES
NOT SHOWN ACCURATELY ON THESE PLANS OR
4. TRENCH REPAIR SHALL BE PER
CITY OF FONTANA
NOT PROPERLY MARKED BY
THE UTILITY OWNER, THE CONTRACTOR SHALL
STD. PLAN NO 131. SEE PROFILE
FOR LIMITS
IMMEDIATELY NOTIFY THE
UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING.
5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE
DWG. NO. 2997 SHEETS 9 THRU
13
Q PERMIT NO.08-03-N-MC-0483
PLANS PREPARED BY:
CITY O FONTANA
PROFESS/pN
'N C r 4`F W WILLDAN STORM DRAIN IMPROVEMENTS
NO. 4�o ti� 27042 Towne Centre Drive, Suite 270
SCALE:
56185 m FoothillRAnch, CA 92610 DRAWN BY. SOUTH HIGHLAND AVENUE "- -
(949)470-8840 W I LLDAN I -40
EXP. 12-31-04 UNDER T E SUPERVISION OF: DESIGNED BY: ROM CIT S AVE TO +_ DATE:
W I LLDAN 3 0' AST F CITRUS AVE 04-14-03
ST v/L ENGCHECKED BY: APED DRAWING NO.:
��P [. • / Date 4-14-03 P BY:
ATE of CA��F/ ' � • � 3 2
KENNETH C. TAYLOR R.C.E. 56185 W I LLDAN C Y ENGINEER R.C.E. 51152 DATE: 300 I 7