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SPACE BETWEEN
PIPE EXTREMITIES
NO. OF
CIRCULAR TIES
102"
2 112" OR LESS
4
220' STORM DRAIN EASEMERT"�
DEDICATED TO THE CITY -Or FONTANA
BY SEPARATE INSTRUMENT
J
STORM
DRAIN EASEMENT
.35'
DEDICATED
TO THE CITY OF", FON�TANA
F
102 RCP
N 89*27'42" W
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REV. REVISION DESCRIPTION DATE ENGR
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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CONSTRUCTION NOTES
(D REMOVE
O CONSTRUCT 102"CONC COLLAR PER DETAIL HEREON
CONSTRUCT 102" RCP (D-1500).°""``'
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EXISTING I
102" RCP 1 102" RCP
4
#4 CIRCULAR TIES
SEE NOTE 1
REINFORCED CONCRETE COLLAR
SCALE: 1"=l 0'
NOTE 1:
WHERE THE SPACE BETWEEN THE PIPE EXTREMITIES
EXCEEDS 2 1/2 INCHES, THE NUMBER OF CIRCULAR
TIES SHALL BE INCREASED TO MAINTAIN A MAXIMUM
SPACING OF 6 INCHES CENTER TO CENTER. CIRCULAR
L TIES SHALL HAVE A DIAMETER 5 INCHES GREATER
A L
THAN THE OUTSIDE DIAMETER OF THE LARGER PIPE.
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PIPE DIAMETER
SPACE BETWEEN
PIPE EXTREMITIES
NO. OF
CIRCULAR TIES
102"
2 112" OR LESS
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No. 63494
Z 1 14
LINE 'AA' EXP.SePt-30,2005
civil
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OF C AI
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PLANNING 0 SIN 0 ,CONSTRUCTION TY DATE SRION '
"bNTANA,
CITY OF F.
-, CALIFORNIA
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,,?,oFESS/INI, STORM DRAIN IMPROVEMENT PLANS FOR
STEVEN 27555 YNEZ ROAD, SUITE 400 TRACT 16074
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
61) K. GIFFEN �i TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE:,
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �3 m CONSULTING 909.676.86�2 ■- FAX 909.676.7240 0" www.RBF.com LI 'AA AS �l SHOWN
Li 42154 m EC
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAINS TO 'y- Na. X JOB NUMBER
1--31-04 * DESIGNED BY: 0+97/�l/Tq STA. 18+13.81
Exp. PREPARED UNDER THE ISION OF: STA. 1
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I/X CIVIL SKG PR EDB DRAW15-1 0187
ING N0.
STANDARDS IN EFFECT. Op C)N_ DATE: CHECKED BY.
STEVEN K. GIFFEN RIV NO. 42154 EXP. 3-31-04 SKGi
AVING CIT 'r ENGINEER R.C.E. 51152 DATE: 2912 6