HomeMy WebLinkAbout3515-7DOBBS PEAK LANE
SEE SH T. 5
J_,HLL 11'4 r LL I DOBBS PEAK LANE
0 80 120 160
1-- _. SEE SH T. 5
DOBBS PEAK LANE
SEE SHT. 5
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2�— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
INSTALL BACKFLOW DEVICE.
INSTALL 4" V. C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
MOUNT ISLIP PLA CE
TOLL FREE '�'-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NXTA
TRACT 16427-3
LOT
DES/GN
AS—BUILT BACKFLOW
43
10+60
NO
YES
44
;4+5ff
/1-f 08
NO
45
11+70
"THESE RECORD DRAWINGS HAVE BEEN YREPARED, IN
PART, ON TH" BASIS OF INFORMATION COMPILED
NO
46
-1-2f70
/2 t 32
NO
47
.12 0 94
13 t40
NO
48
13+99
SHOULD CONSTRUCTION OF THE REQUIRED
NO
49
14+19
NO
NO
50
14+24
69 1
NO
51
444-83
/4109
NO
52
12+83
NO
53
12+68
OF THE DATE OF APPROVAL SHOWN HEREON AND
NO
54
42 5$
/2 -hob
YES
55
11+45
NO
REVISION DESCRIPTION
xacoxDDw6. pox i)r.Acr /6427-13oA►L-Y
CLEG HORN COURT p
m
C
TRACT 16427-3 0
LOT
DOBBS PEAK LANE
AS—BUILT BACKFLOW
SEE SHE
ESS
NO
60
.12 i 4&
I1* 94, YES
61
No. 36631
RECORD D I
{ GRr� E
"THESE RECORD DRAWINGS HAVE BEEN YREPARED, IN
PART, ON TH" BASIS OF INFORMATION COMPILED
3 r, NO
AND
FURNISHE0 BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANYERRORS'OR OMISSIONS WHICH
3 ®ff
HAVE BEEN INCORPORATED INTO"THE DOCUMENTS AS
A RESULT THEREOF _ _. .
64
14+11
DATE
ENGR.
CITY
DATE
66
SHOULD CONSTRUCTION OF THE REQUIRED
13 f-41 NO
67
12+67
NO
68
9-
/2+07 YES
69 1
11+45
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 EFFECT.
CLEG HORN COURT p
m
C
TRACT 16427-3 0
LOT
DESIGN
AS—BUILT BACKFLOW
59
11 +34
NO
60
.12 i 4&
I1* 94, YES
61
12+58
NO
62
44+7 Z4
3 r, NO
63
14+1
NO
64
14+11
NO
65
14+01
NO
66
-1-t8f
13 f-41 NO
67
12+67
NO
68
9-
/2+07 YES
69 1
11+45
NO
C
C
BENCH MARK:BASIS OF BEARINGS:
# 8-17 �
CALTRANS BENCHMARK 118-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYT(,E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REdORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN H
OF SAN SEVAINE RD., Z 6 M/ WEST R.S.B. 111/99-103
OF SIERRA AVE.
ELEVATION: 1428.609
Prepared Under The Supervision Of : CITY OF FONTANA, CALIF0RNIA
QR�N PREPARED IN THE OFFICE OF Q
I4; F2 MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLAINS Q
r
y 10601 CHURCH STREET , STE. 107 DRAWN BY: SCALE:
LU No. 36637 c
RANCHO
ONE (909) 948-13 911730 RK TRACT NO. 16427-3 AS SHOWN
Expl 06-30-04 DESIGNED BY:DATE: C
NT ISL II' L & CLEG HORN CT
CI V I\- �Q EF JUNE 2003
F4FCALIF� S Date CHECKED BY: APP OXED DRAWING NO,:
R.C.E. 36637 EXP. 0 3515 6-3 —04 lL% ��' 7
15 ;
W/ LITY ENGINEER R.C.E. 51152 DATE
JM26-1769\sewer\sew07.dwa. 02/18/2004 12:26:08 PM. DM