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................... ....... .......
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WATR SERVICE
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� MH NO.23
177 176
175
VOLANTE DR
f TYP. �... I - l FH (TYP.) WATER
32 TYP. 32 (l l 0+26.93 0+91.84 8 PVC .I
12+9.25 _ _ 1+75.75 VOLANTE DR.
37 24 SD X -INC SEWER -
MH NO, 38 33 I 1 6 30 SD X- I NG 8 SWR .
0+00.00 GINGKO CT.
174 173 172 q MH NO.37 34 374 373 MH NO.4 CATCH BASIN ( TYP . )
2+94.98 I 01nr+326 272
LOT N0.
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BACKFLOW MODIFIED
PREVENTER WYE
172
77 1
,
173
VOLANTE DR
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32 TYP. 32 (l l 0+26.93 0+91.84 8 PVC .I
12+9.25 _ _ 1+75.75 VOLANTE DR.
37 24 SD X -INC SEWER -
MH NO, 38 33 I 1 6 30 SD X- I NG 8 SWR .
0+00.00 GINGKO CT.
174 173 172 q MH NO.37 34 374 373 MH NO.4 CATCH BASIN ( TYP . )
2+94.98 I 01nr+326 272
LOT N0.
DESIGN AS BUILT''
BACKFLOW MODIFIED
PREVENTER WYE
172
12+82
1+44
173
12+17
375
174
11+52
2+83
175
10+88
378
176
10+24
2+82
294
12+82
381
295
12+31
1+28
296
11+61
297
11+00
298
10+41
0 • 40 80 120
GRAPHIC
.
REV. REVISION DESCRIPTION
a J RECDAD D.KWI--w6
Dr, c- rn "
DIAL TWO WORKING
BEFORS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GINGKO COURT; TR. 16074
LOT NO.
DESIGN ''AS BUILT'' BACKFLOW
PREVENTER
372
0+76
373
1+44
374
2+06
375
2+76
376
2+83
377
2+89
378
2+87
379
2+82
380
2+56
381
1+88
382
1+28
383
0+68
QRpFESS/pN
C. ey
R
No. 63494 =
By Sept. 31 2M6
F
-- .,a e C �R
SEE SHEET 2
CORAL LANE; TR. 16074
LOT NO.
DESIGN "AS BUILT" BACKFLOW
PREVENTER
257
1+77
258
2+37
259
2+97
260
3+32
CORAL LANE
260
3+40.50 CO3 AL LANE
= 0+00..00 PEAR ST.
CE
MH --NO. 31
jFf
261
SEWER CONSTRUCTION NOTES
31 INSTALL 8''EXTRA STRENGTH V.C.P. SEWER LINE
32 INSTALL 4'' SEWER LATERAL & RESIDENTIAL CLEAN-OUT (COF 125)
33 INSTALL 48'' I.D. MANHOLE (COF-112)
34 INSTALL 48'' I.D. CUL-DE-SAC MANHOLE (COF-112&114)
35 INSTALL 4'' SEWER LATERAL & RESIDENTIAL CLEAN-OUT
WITH MODIFIED WYE PER DETAIL ON SHT. 1
37 INSTALL 48'' I.D. MANHOLE PER DETAIL ON SHEET 1
SEWER
CENTERLINE DATA
O DELTA/BRG
RADIUS LENGTH REMARK
1 N89°04'00"E
-- 228.01' --
2 N89°04'00"E
-- 294.98' --
3 N00°56'00'W
-- 340.50' --
DATE ENGR CITY DATE BENCH MARK: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
1 SHOULD CONSTRUCTION OF THE REQUIRED Q�p F E S S I py
EL - 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o 9� SEWER PLANS FOR
YEARS OF THE DATE OF APPROVAL SHOWN ���` ��P-V A' l` 27555 YNEZ ROAD, SUITE 400 TRACT 16074
CHISELED BOX IN EASTERLY TOP 9 SCALE:
CURB, TAMARIND AVE.; 60' SOUTH HEREON AND CARRIED FORTH IN A — z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: EUCALYPTUS ST GINGKO COURT CORAL LANE
OF TAMARIND CT., 500' SOUTH of DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com ORR STA: 9+86.25 ST/ 0+00.00 STA: 0+00.00 AS SHOWN
Exp. 3/3/04 JOB NUMBER
sLovER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: +99.25 T6 2 8 TO 3+40.50 15-100187
BRING THEM INTO CONFORMANCE WITH ��a ��vlv ��~� ORR
CONDITIONS AND STANDARDS IN EFFECT. rF of C NO' APPRO D BY: DRAWING No. 8
DATE: ZZ CHECK BY �' !`
MICHAEL A. N4
RCE NO. 43090 EXP. 3-31-04 MAT ACTING CITY ENGINEER R.C.E. 51152 ATE: � 20
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