HomeMy WebLinkAbout3096-5910
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PRIME BENCH MARK: SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. " " ®BCR;
64.0'S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 918.40 ELEV. = 915.775
34+00
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROFILE SCALE:
]ROM. - 1" = 40'
VE iiT - " = 4'
37+00 38+00
O
DELTA
RADIUS
TANGENT
LENGTH
F
45'00'00"
45.00' "
18.64'
35.34'
REV. , REMSION DESOWTION
ADDED SHT 10 do 11, MOVED LINE "C", REVISED CHAN
CONNECTION AND RISER GRADING, ADDED DET. 333-1,
DELETED. 183-A. ADDED CON C. APRON.
2 RE00RD OFtAWIN6
Q EOIIMI��
H -A-
40+00
N89'35 20"E
214.73'
S=0.0029
- O -------------I----
Q10, .1 CFS so
Vfa - .4 FPS
TOP
OF WALL
A
s� EXISTING '.
1 0 e(� y 2 0 WALL 916.92 -
918.88 /
FG
I
PROPOSED FINISHED 916.09
SURFACE F.L.
00 ey 1 1017 -YEAR H.G.L.
390
CONSTRUC77ON NOTES -
O CONSTRUCT 60" R.C.P. D-1350 BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
O CONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
O CONSTRUCT 36" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
8 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322-1. SEE
11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SEE
D Al 0 SHE NO
32 CONSTRUCT 6" THICK CONCRETE APRON. SEE DETAIL ON SHEET NO. 4.
920
910
'll
0 20 40 80 120
i 1ti
RECORD DRAWING SCALE 1"=40'
TH IE NES E NCG6 , NC DATE
�o �oFF�S/p�,� Thieves En9ineedng, /nc.
CM E11K,iPOM MG • LAND SURVEYING
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT` K I. q ® IMW VALLEY NEW AVENVIE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o�c cy9c� ® M��7J
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, = z
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R -O -E- NO. 43293 * Prepared Under The Supervision Of
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �` Exp. 3-31-04 Q
STANDARDS IN EFFECT. 9�e CIV I\' pQ`� to .
OF C AL\F
HAIDOOK i. AGHAIAN IfRCE NO./43193
/
M mw
•" • • t 1 1 1 1 111E1,1111'
�Ill
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STORM DRAIN
RAM BY:
SCALE: MRT.1 = 4
�/M
PLAN AND PROFILE HOW. 10 = 4O'
ESIGNED BY: DATE
ew 5/01/02
NECKED BY: DRAWING NO.:
MA O Z-' S
CITY ENGINEER R.C.E. 51152 DATE: 11
S. -o.0100
902.49
INV 60"
900
n
Ln
O
>>
Z
♦ ♦
O O OL.Li
of >>
Z
O toCC
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9LL1OO)
NC)W
0)
CONSTRUCT 87.95 LF.
36" R.C.P., D-1350
LINE ,, C 9,
USLIC
1310
10+
11+00
CONSTRUC77ON NOTES -
O CONSTRUCT 60" R.C.P. D-1350 BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
O CONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
O CONSTRUCT 36" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
8 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322-1. SEE
11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SEE
D Al 0 SHE NO
32 CONSTRUCT 6" THICK CONCRETE APRON. SEE DETAIL ON SHEET NO. 4.
920
910
'll
0 20 40 80 120
i 1ti
RECORD DRAWING SCALE 1"=40'
TH IE NES E NCG6 , NC DATE
�o �oFF�S/p�,� Thieves En9ineedng, /nc.
CM E11K,iPOM MG • LAND SURVEYING
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT` K I. q ® IMW VALLEY NEW AVENVIE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o�c cy9c� ® M��7J
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, = z
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R -O -E- NO. 43293 * Prepared Under The Supervision Of
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �` Exp. 3-31-04 Q
STANDARDS IN EFFECT. 9�e CIV I\' pQ`� to .
OF C AL\F
HAIDOOK i. AGHAIAN IfRCE NO./43193
/
M mw
•" • • t 1 1 1 1 111E1,1111'
�Ill
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STORM DRAIN
RAM BY:
SCALE: MRT.1 = 4
�/M
PLAN AND PROFILE HOW. 10 = 4O'
ESIGNED BY: DATE
ew 5/01/02
NECKED BY: DRAWING NO.:
MA O Z-' S
CITY ENGINEER R.C.E. 51152 DATE: 11