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PRIME BENCH MARK: SECONDARY BENCH MARK:
SOUTH EAST CORNER JURUPA AVE.
CITY OF FONTANA B.M. 581
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS. it to
AVE.; SET CHIS. " " @ BCR;
FACE OF POWER POLE N0. 674320 E
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
35+00
HOWIE,
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PROPOSED FINISHED
STA 37+82.94
F
45'00'00"
45.00'
18.64'
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PER L.A.C.D.P.W.
STD. PLAN 3080-2,
CASE 3. SEE DETAIL
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33+00
PRIME BENCH MARK: SECONDARY BENCH MARK:
SOUTH EAST CORNER JURUPA AVE.
CITY OF FONTANA B.M. 581
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS. it to
AVE.; SET CHIS. " " @ BCR;
FACE OF POWER POLE N0. 674320 E
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
35+00
HOWIE,
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DELTA
RADIUS
TANGENT
LENGTH
F
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45.00'
18.64'
35.34'
7+00
38+00
39+00
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REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE
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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 CONDITIONS AND
STANDARDS IN EFFECT.
0 20 40
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900 910
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I Q100=38.2 CFS
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D-1350, BEDDING
PER L.A.C.D.P.W.
STD. PLAN 3080-2,
CASE 3. SEE DETAIL
ON SHEET NO. 1.
OCONSTRUCT
36" R.C.P.
D-1350, BEDDING
PER L.A.C.D.P.W.
STD. PLAN 3080-2,
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CASE 3. SEE DETAIL
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CONSTRUCT 42" C.S.P.
O
DWG. NO. 412. SEE
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DETAIL ON SHEET NO.
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0
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.
OCONSTRUCT
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.
0
CONSTRUCT MANHOLE
PER A.P.W.A. STD.
PLAN NO. 320-1.
SEE SHEET NO. 8.
OCONSTRUCT
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
DETAIL ON SHEET NO.
9.
32
CONSTRUCT 6" THICK
CONCRETE APRON.
SEE DETAIL ON_SHEET NO. 47
FESS/pN TAienes 617gin8e1ng, /17C,
q� \ CML ENGINEERING " LAND SURVEYING
16800 VALLEY VIEW AVENUE
®[A M/RAa4 CLIFORANA 90638
P1,((714�511-4811 FAX(714)521-4173
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* RCE NO 43293 * Prepared Under The Supervision Of
GRADES AT RISER DETAIL'U
SCALE:1 "=20'
910
900
PORTION OF SEGMENT 5—STA. 33+00.00—STA. 40+00 Last Update: 4/18/02
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STORM DRAIN
RANM BY: SCALE: VERT. 1" = 4'
BW/AN PLAN AND RROFILE HORIZ 1" = 40'
LP Exp. 3-31-04 Q
DESIGNED BY: DA 5/01/02
9�F OF 1 V 1�\�0�� Date : $ p CHECKED BY: APPROVED BY: DRAWING NO.:vin
C A\- HAIDOOK I. AGHAI N RCE NO43293 HIA4;4 -r'AT''� "CITY ENGINEER R.C.E. 51152 DATE: 3119