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OLEANDER AVENUE # N
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V-4.5, 54 �' ,
=� _ _ _ a �� Z RIGHT-OF-WAY ENTRY
f` "> R=15' /� �' TO BE OBTAINED
�A
PROPOSED CURB AND GUTTER N890 5`0•'•2:2" S/ cnl
20 10 0 20 40 60 80 100 SEE STREET IMPROVEMENT EXIST. R/W
>�'::,.
'"� PROPOSED CURB AND GUTTER
4 8 'F...i.. ,xr
PLANS DWG. NO.3A44' , 't ', ->.Y `,:. >..' x;:EXIST° R%W SEE STREET IMPROVEMENT
- SHEET 13
„_ - '' {; f <t 36 48 �XIST: IS"tWATER fF w " PLANS DWG N0. 3444
SCALE-, 1S
3
,
� • "-. -> �� €-_•: �'`I•N'�3.0 CnON•GRETE; '�--- SHEET N0. 13
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CONSTRUCTION NOTES r}
r' r
w nry ...._«_�_..«
x
,.._._.x 2 ................................ �: _........_.......... 3 4 ��.� S� I
x.x.-•
x . p•••••.. ....................... ......M,- -.--- « ..__ w~�,.__:�:_....N 8.g a«. 3 , 0 8 " E
30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN) _. .. ...,-, x..w.a «�.-«",
•
••-_.. x nry �.._ . w _..._.._..�.........�_....
/
S
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CONSTRUCT CURB OPENING CATCH BASIN
;J -
o PROP. 10 SEWER
STRUC B �� �� • '� '"-`` 3 - _ T HIGHLANDAVS
35 5 93 40.__SOU H AVE •
•w ..... . .... .
c...,.:...... Q- :...::PE:R:,. SEWER PLANS
R A A ST PLAN N0. 00- -
PE . P. Wif D. 3 2 � 20+00.00 OLEANDER -AYE. � -
}. 'WG. N0. 3445 SHEET NO 2
• SEE
__.._.._.... .. .
_.xr•- _...................... _...:?.. .m.x.n..n, .w„w,rm...rn.;.. ...., .....
n:rxr,xr..::nwn.:x.x.n,,,..nw
3 6
REMOVE INTERFERING PORTION O F EXISTING :x.,,,.n:.:.,.:r:n.::x. ..r:.�.r:....m.r.,.... r�"•.'.'.'.•�•••••'•" •••'.•..•.•,..»�.."•• ..x.r.x,�.w...�........r,.< -
PIPE - - - - _.........._..._ - --:- --- . -- -
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n_ r.:.ry E ` S.T:.-CURB..::. , , x
- .. ::., :<N. ? � -, .<:,o �, I � AND GUTTER
EX1S,Te R ,W< ., r9 a� ,
53 CONSTRUCT 30 -INCH NCH RCP (D -LOAD PER PLAN) % ,< AND GUTT'ER;- ,r' • -
O _
_ + w EXIST.!R/W
.r
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54 CONSTRUCT DESILTING BASIN PER DETAIL HEREON :;:: ,:..;;:_ >.o; !:` -
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DRAIN, P ANS`' PREPARED`':
N
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BY ;DMJM�"``CITY DWG NO. 2481 o 0
4Z' a
SHEET 8,24 OF 31 >' a
..,,�•w r fw a
OLEANDEF AVENUE
HYDRAULIC DATA
REACH
01,,(CFS)
P I PE D I A
n
So
Sf
Vf (fps)
Dc
LINE "C" 10+02.17 TO 10+52.00
33.6
30t1
0.013
0. 00557
0. 0067
6.84
1.97
10+00.00 TO 1 1 +26. 50
8.0
18"
0.013
0. 0050
0. 0060
1 6.82
1 1. 97
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CURVE DATA
NO.
0
R
L
T
(D.
90"21'06"
22. 50' '
35. 48'
22. 64'
WILL REQUIRE BEVELED PIPE
REV. REVISION DESCRIPTION
,7 Recovea a�egw�r✓�
PROPOSED STRUCTURAL
SECTION
TRENCH
WIDTH
TG PER PROFILE
2 MAX a o 0
0 0
1 0 0
w 0, o
0 0
I \ 0 0 0 0
FL
4' P.C.C. SLAB
SLOPE TO DRAIN
=PER PLA
R/W
STANDARD
C.S.P. TEE
SECTION
Dr18'
16 GAUGE
6'
PROFILE A
0 LE SC LE
-
HORIZ.e In - 40"
VERT: 1 - 4
D2
C.S.P.
GAUGE
18' - 27'
16
30' - 39'
14
42' - 48'
12
51' - 66'
10
ONE ROW OF
SAND BAGS
8' 8'
C.S.P
R.C.P.
74r- 4
WRAP WITH ONE THICKNESS
D, =36' CMP OF 15 POUND FELT PAPER,
14 GAUGE SHAPE OPENING FOR SMOOTH
INVERT ELEV. JOINT
PER PROFILE
CONNECT TO R.C.P. WITH P.C.C.
COLLAR, IN ACCORDANCE WITH
DETAIL AT RIGHT
NOTES:
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.
A. 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 INDICATED ON CONSTRUCTION PLANS.
6. %2' WIDE SHOTS OR %2' TO I' ROUND HOLES.
DESILTING BASIN DETAIL
3/4oISLOPE OR GREATER
OR ADEQUATE SHORING
90% COMPACTED
GRANULAR BEDDING FROM NATIVE BACKFILL
SELECTED TRENCH SIDE 3n MAX. SIZE
MATERAIL (I" MAX. SIZE)
CONCRETES
BACKFILL Q <
(560-C-3250)
' L
< < 1
. t
<, 4,
,O SPRING LINE
BEDDING
:. :. :. • 6 in.
6 in.
TYP UNDISTURBED SOIL,
TYPICAL
CONCRETE E DETAIL
DATE ENGR. CITY DATE
Z/o4 Gil l��.l SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AA WAYA
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.
NO SCALE
TRENCH NOTES:
I. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE
2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING
3. CLASS 11 AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH.
POTHOLE VERIFICATION
6
(\' 6" MIN.
LU 8" MAX.
N '
- w ,O
a z o w
• w w
co cc
STORM DRAIN 0.6'D''
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE 10'
OR GREATER IN DEPTH USE 1/2
CRUSHED STONE BEDDING
TRENCH DETAIL_
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN ON 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.
NO SCALE
NOTES:
I.COMPACTION SHALL BE 90% IN ALL ZONES
UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM TO
CAL -OSHA REQUIREMENTS.
2• LOCAL DEPRESSION TO BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS
CROSS-REFERENCE NOTES:
I. SEE THIS FOR TRENCH DETAIL
2. LOCAL DEPRESSION TO BE CONSTRUCTED
PER STREET IMPROVEMENT PLANS DWG. NO.
SHEET NO.9
3• FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. ____, SHEET I, 2 AND 3
4. FOR A.P.W•A, AND CALTRANS STANDARD PLANS SEE
DWG. N0. -____ SHEETS 7 THRU 12
PLANS PREPARED BY:
PROFESS/O�
`�U WILLDAN
cl)�� NO• Quo �27042 Towne Centre Drive, Suite 270 Y:
c, 56185 �' m Foothill Ranch, CA 92610rn
DRAWNBY:
(949)470-8840 S. M
EXP. 12-3I-04 UNDER THE SUPERVISION OF: DESIGNED BY:
J. C
Sic/V/L ENG ��P / Date : 9/23/03 CHECKED BY:
TF OF CA0VD' KENNETH C. TAYL R R.C.E. 56185 K. T
CITY OF FONTANA
STORM DRAIN IMPROVEMENTS
OLEANDER AVENUE Sc111=40'
INTERSE ON EAST OF DATE:
SOUTH GH N AVE. 09-23-03
PPR ED BY;, DRAWING NO.: 2
CI17Y ENGINEER R.C.E. 51152 ATE: 3446 2