HomeMy WebLinkAbout3515-12LOT
DES/GN
AS -BUILT BACKFLOW
1
11+90
NO
2
12+10
NO
3
12+95
NO
4
13+15
NO
5 1
13+97
NO
79
14+90
NO
80
15+27
NO
81
14+32
NO
82
14+17
NO
83 I
13+27
NO
84
13+07
NO
85
11+94
NO
86
11+74
NO
87
10+61
NO
SCALE IN FEET
0 40 80 120 160
CD
I� JA Y E" WA Y
EE S.HT.
w
Q 5.5' S.5 W Q
U 5, �Q
2 3 4 5 6 �a 79 60 m 67 a
TRACT 16427-5 Q� 1 I l . ] 61 z 62 63 64 65 66 ��68
LOT
DES/GN
AS -BUILT BACKFLOW
60
15+78
NO
61
15+98
NO
62
16+81
YES
63 1
17+11
YES
64
18+01
YES
65
18+21
NO
66
19+11
NO
67
19+31
NO
68
20+04
NO
69
20+14
NO
70
20+09
NO
71
19+99
NO
72
19+37
NO
73
19+17
NO
74
18+26
NO
75
18+06
YES
76
17+24
YES
- STORM PROP. R/W -U r _j
BF PROP. R/W `J 70
Q
1 ;
7 .49 B� o_ C
0
5 15 N 1 59 0
S 82 W of
N 2 5 5 5 85 84 83 o z 81 80 zl 76 75 74
C►- M POINT ' 2
° o° 73
° RooK 5.5 -� 86 0 5' S' 72 71 c
1 X52• -vZ � � o. o 0
0 \ �
TRA C T 16427 ° 0 58 5.5' 25 TRACT 16427-5 c
87
�
��aRECORD DR s d No 36637 BA CKUS PEAK WAY BENCH MARK: # 8-17 BASIS OF BEAR/NGS:
NE SEE SH T. 9 CALTRANS BENCHMARK #8-17. A THE BAS/S OF BEARINGS FOR THIS MAP C
THE SE RECORD DRAWINGS HAVE BEEN PREPARED, IN N <
PART, ON THE BASIS OF INFORMATION COMPILED AND �. BRASS CAP /N THE CO CRETE BASE OF /S THE CL OF LYTHE gREEK RD.
o C; iiiSNOWY
L A
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REG�ORD
�P FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
RESlSIBLE FOR ANY ERRORS OR OMISSIONS WHICH E w` �,�•„� OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103 C
" 7""" OF SIERRA AVE.
ROCS POINT LANE
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS �` ` � �� - a
A RESULT THEREOF. ELEVATION: 1428.609 c
CONSTRUCTION NOTES: SEE SHT. 1O REV. REVISION DESCRIPTION DATF ENGR. CITY DATE
Q � SHOULD CONSTRUCTION OF THE REQUIRED Prepared under The Supervision Of : CITY OF FONTANA, CALIFORNIA
la- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. QR�N PREPARED IN THE OFFICE OF Q
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS � ��y r F� MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS �
�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF o OF THE DATE OF APPROVAL SHOWN HEREON AND = a- 10601 CHURCH STREET , STE. 107 DRAWN BY:
FONTANA STD. DWG. NO. 112 (ID=48"). CARRIED FORTH IN A DILIGENT MANNER, THE CITY �3 No, 36637 c RANCHO C C101N A, CA 911730 RK TRACT NO. 16427 SCALE:
AS SHOWN
3O- INSTALL BACKFLOW DEVICE. DIAL TWO WORKING ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp• 06-30-04 > DESIGNED BY: & 6427—Jr DATE: 14
c
BEFORE ���. DAYS BEFORE Q' EF SN4 Y P K LANE ✓UNE 2003
4 INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS �gTFCIv1��(��� CHECKED B . AP ROVED B
STD. DWG. NO. 125. TOLL FREE 1-800-227-2600 REC•DW6•FMTRPtCT164275ONLYIl lab II 1I AND STANDARDS IN EFFECT. oFCALIF 5 Date 2/9p� / DRAWING NO.: f2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E. 36637 EXP. O6 30-04 ` 3515 15
RF -C.. G. �bRTRACrt \(r�l�-7 ONLy 11 W/ ITY ENGINEER R.C.E. 51152 DATE
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J:\126-1769\sewer\sewl2.dwa. 02/18/2004 12:20:02 PM. DM