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6" STEEL PIPE TO
BE GROUTED SOLID
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WIDTH OF CHANNF-t_ INVERT
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WIDE
SECTICJN 8-f5
N•T.S
EXISTING
F.S.
PRIME BENCH MARK: SECONDARY BENCH MARK: Q 0
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " "
FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. " " @ BCR; DIAL
64.0 S�0 JURUPA AVE BEFORE TWO DAYSBEFOREAT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YOU DIG YOU DIG
JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE
ELEV. = 918.40 ELEV. = 915.775 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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0
DD
EXIST. GRADE
GRADE TO DRAIN
:;77�
01%
GROUTED ROCK
SLOPE PROTECTION
(1/4 TON)
2:1
LO
It
PROTECT IN PLACE
EXISTING SCE TOWER
GRAM CNANFIEI,- R0,4D
TO SLOPE T0gXRVLS
RIPRAP 904.20
TOP f IPRAP�,
904.34
TON A� O '0
11 PLACES RIPR
0 10' O.C. 29 O
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PROP. STORM DRAIN
SEE SHEET NO. 2
28 OD
OD
EXISTING CHANNEL
PROTECT IN PLACE
OD
30 aD
to
o_
�Q
z
EXIST. GRADE
NOTE:
1. EXISTING RAIL & WIRE SHALL BE REMOVED
TO A MINIMUM OF 24" FROM CONCRETE STRUCTURES
AND TOP OF LEVEE.
2. THE REMOVAL EXCAVATION AREA SHALL BE BACKFILLED
WITH COMPACTED FILL MATERIAL.
3. CHANNEL STATION EO �aTinN
STA. 50+00 (BACK)=STA. 40+00 (AHEAD)
4. THE S.C.E. TOWER SHALL BE PROTECTED IN LACE PRIOR
TO ANY WORK ADJACENT TO OR IN CLOSE PROXIMITY TO
THE EXISTING TOWER, THE CONTRACTOR SHALL SUBMIT
A WORK PLAN TO BOTH THE S.B.C.F.C.D. AND S.C.E.
THE PLAN SHALL BE APPROVED BY S.C.E. BEFORE ANY
WORK COMMENCES IN CLOSE PROXIMITY TO THE TOWER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE
TO THE TOWER.
EXISTING RIPRAP PROTECTIUw
PROTECT IN PLACE
SE CTI O N A— A O 20 REMOVE EXISTING GUARD POST.
N.T.S. 28 REMOVE INTERFERING PORTIONS OF EXISTING RIPRAP PROTECTION.
29 CONSTRUCT BOLLARD PER DETAIL ON SHEET NO. 11.
PERMIT REQUIRED FROM S•B•C•F•C•D• 30 CONSTRUCT 24" THICKNESS 1/4 TON GROUTED RIPRAP.
s. FOR CHANNEL, CONNECTION, AND RIPRAP
PROTECTION.
FOR PRiVA TE BlD 2007SD—CITY, l.dwg Lost Update: 4,,7,D2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
PkWPP `-441-I0l�11, MdVFr LA u>=`o", RotjS GHArtNR- G3l02 j +r�fi•d pFESSApN AieneS Engineering, /nc, CITY OF FONTANA, CALIFORNIA
�lN�GT(tN P� PI)OM Gl�►uv �p� r�333.•I, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT LV q� cnac ENGINEERING • LAND SURW"NG
D -p . 16 3-'6, Apbl-lrll NG Gil. '`�`'� OAK ti FyC� 16800
VALLEY5 FOR lAAVEN. BE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL O 2JURUPA AVENUE STORM DRAIN
REGORD DRAW IN6 3//&/03 H•A c, � '9� �., ®»x(i�4�1-�e11 FAX(71fJ521-417J
2 •2®�+ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z Z DRAWN BY:
SCALE: VERT. 1" = 4'
HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. 43293 * Prepared Under The Supervision Of : BW/M CHANNEL GRADING HORIZ 1' = 40'
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `f, ExP• 3-31-04 Q DESIGNED BY. DATE:
STANDARDS IN EFFECT. 9TBW
F C/ V \\- O�� Date / o,� giEgcED BY: APPROVED BY: 4 5/01/02,,-,--
C
/01/02 ,,-✓ —
OF C A\-\�`
DRAWING NO.:
HXIDOOK I. AG IA RCF rv0. 43293 HIA
—� CITY ENGINEER R.C.E. 51152 DATE: `319 i
M
OD
oo
�
C -
.D
�
Q
EXISTING RIPRAD
PROTECTION
f PROTECT Ih
PLACE
ORACDINIG
LAN
010
20 40 60
SCALE:1 "=20'
EXIST. GRADE
NOTE:
1. EXISTING RAIL & WIRE SHALL BE REMOVED
TO A MINIMUM OF 24" FROM CONCRETE STRUCTURES
AND TOP OF LEVEE.
2. THE REMOVAL EXCAVATION AREA SHALL BE BACKFILLED
WITH COMPACTED FILL MATERIAL.
3. CHANNEL STATION EO �aTinN
STA. 50+00 (BACK)=STA. 40+00 (AHEAD)
4. THE S.C.E. TOWER SHALL BE PROTECTED IN LACE PRIOR
TO ANY WORK ADJACENT TO OR IN CLOSE PROXIMITY TO
THE EXISTING TOWER, THE CONTRACTOR SHALL SUBMIT
A WORK PLAN TO BOTH THE S.B.C.F.C.D. AND S.C.E.
THE PLAN SHALL BE APPROVED BY S.C.E. BEFORE ANY
WORK COMMENCES IN CLOSE PROXIMITY TO THE TOWER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE
TO THE TOWER.
EXISTING RIPRAP PROTECTIUw
PROTECT IN PLACE
SE CTI O N A— A O 20 REMOVE EXISTING GUARD POST.
N.T.S. 28 REMOVE INTERFERING PORTIONS OF EXISTING RIPRAP PROTECTION.
29 CONSTRUCT BOLLARD PER DETAIL ON SHEET NO. 11.
PERMIT REQUIRED FROM S•B•C•F•C•D• 30 CONSTRUCT 24" THICKNESS 1/4 TON GROUTED RIPRAP.
s. FOR CHANNEL, CONNECTION, AND RIPRAP
PROTECTION.
FOR PRiVA TE BlD 2007SD—CITY, l.dwg Lost Update: 4,,7,D2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
PkWPP `-441-I0l�11, MdVFr LA u>=`o", RotjS GHArtNR- G3l02 j +r�fi•d pFESSApN AieneS Engineering, /nc, CITY OF FONTANA, CALIFORNIA
�lN�GT(tN P� PI)OM Gl�►uv �p� r�333.•I, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT LV q� cnac ENGINEERING • LAND SURW"NG
D -p . 16 3-'6, Apbl-lrll NG Gil. '`�`'� OAK ti FyC� 16800
VALLEY5 FOR lAAVEN. BE
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL O 2JURUPA AVENUE STORM DRAIN
REGORD DRAW IN6 3//&/03 H•A c, � '9� �., ®»x(i�4�1-�e11 FAX(71fJ521-417J
2 •2®�+ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z Z DRAWN BY:
SCALE: VERT. 1" = 4'
HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. 43293 * Prepared Under The Supervision Of : BW/M CHANNEL GRADING HORIZ 1' = 40'
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `f, ExP• 3-31-04 Q DESIGNED BY. DATE:
STANDARDS IN EFFECT. 9TBW
F C/ V \\- O�� Date / o,� giEgcED BY: APPROVED BY: 4 5/01/02,,-,--
C
/01/02 ,,-✓ —
OF C A\-\�`
DRAWING NO.:
HXIDOOK I. AG IA RCF rv0. 43293 HIA
—� CITY ENGINEER R.C.E. 51152 DATE: `319 i