HomeMy WebLinkAbout3493-6SCALE IN FEET
80 120 160
BALD EAGLE DR LIL Y ROCK DRI VE
SEE SH T. 5 SEE SHT. 4
CONSTRUCTION NOTES:
1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
4O- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5O- INSTALL BACKFLOW DEVICE•
O O
0
DIAL TWO WORKING
BEFORE DAM BEFORE
YOU DIG YW DIG
7ML FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NORTH PEAK LANE
wV awav DESCZIPnov DATE ENG? an' DATE 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
I REG.T�WG. rrl �.0�-1 Xi Itlnl�rt EFFECT.
BENCH MARK-' # 8-17
GkTRANS BENCHMARK 8-17 A
BRASS 04P IN THE CONCRVE R4SE OF
THE SOUTH LEG OF AN SCE TOWER
OF ��A/N HIGHLAND. a2
M1 M1 WESTWESr
OF SIERR4 AVE
ELEVA naN•• if 1428.609
BASIS OF BEARINGS:
Li
J
Q
U
07
THE 3ISIS OF BF11R/NGS FOR THIS MAP
IS THE CL OF LYT1,E REF V RD.
SHOWN AS N00'12 35 ON RELtORD
OF SURVEY /AP RLED IN
R.SB. 111/99-103
Prepared Under The Supervision Of
PAEFAAED N 77-E ARXEOF
Y4D0LEAA1DAS90CJ47E4 AC
10601 CHURCH STREET , STE. 107
RANCHO CUC�,MO JGA, CA 91730
PHONE 909 948-1311
Dates
RCE 36637 EXP. 06-30-04
WENDELL L. IWATSURU
LOT NO.
DESIGN
A8-BI&T BACIO=LOW
30
10+05
YES
31
10+24
YES
32
11+21
YES
33
11+41
NO
34
12+45
NO
35
12+65
YES
36
13+69
YES
37
13+89
NO
38
14+93
NO
39
15+13
NO
40
16+17
NO
41
16+37
NO
42
17+19
NO
43
17+27
NO
48
15+51
NO
49
15+31
YES
50
12+45
NO
51
14+05
NO
52
12+99
YES
53
12+79
YES
54
11+73
NO
55
11+53
NO
56
10+60
YES
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9+00 10+00
11+00
12+00
13+00 14+00
PLAN 1"= 40'
15+00 16+00 17+00 18+00
SCALE IN FEET
80 120 160
BALD EAGLE DR LIL Y ROCK DRI VE
SEE SH T. 5 SEE SHT. 4
CONSTRUCTION NOTES:
1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
4O- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5O- INSTALL BACKFLOW DEVICE•
O O
0
DIAL TWO WORKING
BEFORE DAM BEFORE
YOU DIG YW DIG
7ML FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NORTH PEAK LANE
wV awav DESCZIPnov DATE ENG? an' DATE 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
I REG.T�WG. rrl �.0�-1 Xi Itlnl�rt EFFECT.
BENCH MARK-' # 8-17
GkTRANS BENCHMARK 8-17 A
BRASS 04P IN THE CONCRVE R4SE OF
THE SOUTH LEG OF AN SCE TOWER
OF ��A/N HIGHLAND. a2
M1 M1 WESTWESr
OF SIERR4 AVE
ELEVA naN•• if 1428.609
BASIS OF BEARINGS:
Li
J
Q
U
07
THE 3ISIS OF BF11R/NGS FOR THIS MAP
IS THE CL OF LYT1,E REF V RD.
SHOWN AS N00'12 35 ON RELtORD
OF SURVEY /AP RLED IN
R.SB. 111/99-103
Prepared Under The Supervision Of
PAEFAAED N 77-E ARXEOF
Y4D0LEAA1DAS90CJ47E4 AC
10601 CHURCH STREET , STE. 107
RANCHO CUC�,MO JGA, CA 91730
PHONE 909 948-1311
Dates
RCE 36637 EXP. 06-30-04
WENDELL L. IWATSURU
LOT NO.
DESIGN
A8-BI&T BACIO=LOW
30
10+05
YES
31
10+24
YES
32
11+21
YES
33
11+41
NO
34
12+45
NO
35
12+65
YES
36
13+69
YES
37
13+89
NO
38
14+93
NO
39
15+13
NO
40
16+17
NO
41
16+37
NO
42
17+19
NO
43
17+27
NO
48
15+51
NO
49
15+31
YES
50
12+45
NO
51
14+05
NO
52
12+99
YES
53
12+79
YES
54
11+73
NO
55
11+53
NO
56
10+60
YES
, �oFESS�o,�91RECORD DRAWING
crr �i\, Q THESE RECORD DRAWINGS HAVE BEEN PPEPARED, IN
W ?, PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
No. 36637
/- RESPONS'BLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
��• A RESULT THEREOF.
Cff OFFOVVTAIIG4, CALMM
SEWER IMPROVEMENT PLANS
DRAWN BY SCALE:
KK TRACT NO. 16427-1 & 16427-2 AS SHOWN
DESIGNED BY: DA7E
EF NORTH,��'EAK LANE SEPT 2003
CHECKED BY A WD BY DRAWING NO.:6
3473 8
W/ TY ENGINEER R.GE 51152 DATE
V_
N
0
J:\126-1751\TR16427-1\sewer\Sew06.dwo. 11/13/2003 05:52:26 PM. DM