HomeMy WebLinkAbout3493-510+01.45 cl M.H. 15
=14+66.31 BREWER LN
�,
10+00.00 cl INT. BALD Ei
=14+73.20 cl BREWER LN
—VU
BREWER LA NE
SEE SHT.3
VPARK
l D=17'44'14"
l1 f L=92.87
% R=300
T=46.81
19
BREWER LANE
SEE SHE 3
CONSTRUCTION NOTES:
1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
4O- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5� INSTALL BACKFLOW DEVICE.
\ 47.01 /
21
BF
LO
60� 1
61�
MORGAN HILL COURT
SEE SH T. 8
7OU FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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BF w
j
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to
to
LO
59
o v
AS-BLI-T BACKFLOW
LAJ
d
—j
�
2
W
z
NO
o�
m�
12+89
20
4
2
v
Z
14+10
�
U
O
�
�
O
YES
N
II
\ 47.01 /
21
BF
LO
60� 1
61�
MORGAN HILL COURT
SEE SH T. 8
7OU FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
/ � IFIA7—S C=
AL E: !!l�" 1 N=4 MO'
W4
BF w
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to
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59
C � J
o o 29
z C
25 26 4 4 27 28
4 m Z
� ~ U
BF 4 ^ o Z
^� U O
O
cb it
II J0
14 NOO 72'41"E 15 16 17 N
� 1 PROP. 8" WATER irk
njI
\ / ca j P
4
4 � l
147.0° j {
108 35 23' 57 56
' SA
�
5.5' 5.5' '' 1
MA RNIE PLACE NORTH PEAK LANE
SEE SH T. 7 SEE SHE 6
BALD EAGLE DRIVE
REV REWS1av DESMPnav DA 7E Dm. aTY I DA 7E 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 R.F—C • VWCer 3 6 0011V If/1131111 EFFECT.
BENCHMARK-* # 8-17
CAL TRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRE7E BASE OF
7HE SOUTH LEG OF AN SCE TOWER
OF O� SEY N RD a M2 �
OF SIBM AVE
ELEVAnaw / 1428.609
LOT NO.
DESIGN
AS-BLI-T BACKFLOW
�
11+62
NO
X11
12+63
NO
21
12+89
YES
22
2
YES
23
14+10
YES
mQ
15+18
YES
25
15+34
YES
26
16+38
NO
27
19+58
NO
Zo
17+56
23
4
24
17+60
o
BF LO
N
0
O
0
O
I
�
C � J
o o 29
z C
25 26 4 4 27 28
4 m Z
� ~ U
BF 4 ^ o Z
^� U O
O
cb it
II J0
14 NOO 72'41"E 15 16 17 N
� 1 PROP. 8" WATER irk
njI
\ / ca j P
4
4 � l
147.0° j {
108 35 23' 57 56
' SA
�
5.5' 5.5' '' 1
MA RNIE PLACE NORTH PEAK LANE
SEE SH T. 7 SEE SHE 6
BALD EAGLE DRIVE
REV REWS1av DESMPnav DA 7E Dm. aTY I DA 7E 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 R.F—C • VWCer 3 6 0011V If/1131111 EFFECT.
BENCHMARK-* # 8-17
CAL TRANS BENCHMARK 8-17. A
BRASS CAP IN THE CONCRE7E BASE OF
7HE SOUTH LEG OF AN SCE TOWER
OF O� SEY N RD a M2 �
OF SIBM AVE
ELEVAnaw / 1428.609
LOT NO.
DESIGN
AS-BLI-T BACKFLOW
19
11+62
NO
20
12+63
NO
21
12+89
YES
22
13+90
YES
23
14+10
YES
24
15+18
YES
25
15+34
YES
26
16+38
NO
27
19+58
NO
28
17+56
NO
29
17+60
NO
,o
°F�sS'O F RECORD DRAWINGf
THESf7 F' ,D p '` i:NGS HAVE BEEN PREPARED, IN
PART, ON 7TtkS S OF INFORMATION COMPILED AND
f4 q. 3 637 C FUS V'cs .-�,, OTHERS. THE ENGINEER WILL NOT BE
BASIS OF BEARINGS' -OS ,ir ! RESP0N I E FO€i ANY ERRORS OR OMISSIONS WHICH
I
THE BASS OF BEAR/NGS FOR THIS MAP
Is SHOWN AS N 1135gE REL°ORD
OF SURVEY µ4P BLED IN
R.S� 111/99-103
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THE --OF.
f
MYOIFFONTANA CALFOMM
SE WER I MPRO VEMEN T PLA NS
DRAW BY SC,q�
K. K. TRACT N0. 16427-1 & 16427-2 AS SHOWN
DEYGNm Br BALD EAGLE DRIVE DAA
EF SEPT.. 2003
afCKED BWD BY DRAWNG WOOL:Aim,S
Awl le
WJ TY ENGINESR R.C.E. 51152 Z ' DA TP 3493 8
11
5
i
2
J:\126-1751\TR16427-1\sewer\Sew05.dwo. 11/13/2003 05:52:39 PM. DM
Prepared Under The Supervision Of
P L /wgrFy
PAEPAAEDN71EGFRCEAF
F�>-
M4DOLEAADASSOCZ47EN AC
O SG Ul
Z
No. 36637 c rn
10601 CHURCH STREET , STE. 107
Exp: 06-30-04
RANCHO CUC MO GA, CA 91730
PHONE 909 948-1311
97 c / V 1 \. ��\P
FOFCAL\FO
�4
Date :11 Q -
RCE 36637 EXP. I -30-
WENDELL L. IWATSURU
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THE --OF.
f
MYOIFFONTANA CALFOMM
SE WER I MPRO VEMEN T PLA NS
DRAW BY SC,q�
K. K. TRACT N0. 16427-1 & 16427-2 AS SHOWN
DEYGNm Br BALD EAGLE DRIVE DAA
EF SEPT.. 2003
afCKED BWD BY DRAWNG WOOL:Aim,S
Awl le
WJ TY ENGINESR R.C.E. 51152 Z ' DA TP 3493 8
11
5
i
2
J:\126-1751\TR16427-1\sewer\Sew05.dwo. 11/13/2003 05:52:39 PM. DM