HomeMy WebLinkAbout3579-3OYSTER BAY LANE
SEE SHEET NO. 2
54' m
27' 27' Q
6 I�
PAD=59.4 I
, n+ooh
SEWER LATERAL TABLE/ TR. NO. 16539-1
LOT #
DES/GN STA.
AS—BUIL T STA.
BACKFLOW
1
11+83
11+55.45 BALThAY
NO
2
11+13
=10+00.00 RO
NO
3
10+95
CL MIH
NO
4
10+22
4
NO
5
10+12
27
NO
6
10+07
\
NO
7
10+17
26 j
NO
8
10+27
PAD_ 52. r��
NO
9
10+74
NO
25
13+ 75
YES
26
j 13+05
YES
SCALE: 1" = 40'
OAK HILL WA
GLEN ABBEY PLACE
TOLL FREE ``-- -`1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BAL TRAY WAY
SEE RIGHT HEREON
51 -,�5
;
REV. I REVISION DESCRIPTION
RECORD DRAWIN65
1
1
11
3
PAD=51.3
4 / 2
PAD=51.6
F
c` ��ti By�Ttiq
ms`s
SCALE IN FEET
CONSTRUCTION NOTES:
GLEN ABBEY PLACE
SEE LEFT HEREON
5' 15' 5'
i I I
� � I
I
INSTALL 8 EXTRA STRENGTH V.C.P. SEWER. 1 I _- I
(D—tCONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 25 I I
FONTANA STD. DWG. NO. 112 (0=48"). I
0— INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER I ''
CITY OF FONTANA STD. DWG. NO. 125. A
r ,l 6-0
?R• 1 _ � I
1 \�
y A� SEWER LATERAL TABLE/ TR. NO. 16539-2
LOT #
/8,53c
DES/GN STA.
AS—BUILT STA.
BACKFLOW
1
13+95
11+55.45 BALThAY
YES
2
10+13
=10+00.00 RO
NO
3
10+29
CL MIH
NO
4
11+07
4
NO
17
12+15
27
NO
18
12+95
\
NO
19
1J+14
26 j
NO
20
13+55
PAD_ 52. r��
NO
21
13+50
NO
22
13+41
NO
23
13+24
NO
24
12+66
NO
25
12+49
NO
26
11+80
YES
27
11+J7
NO
28
10+6
DATE I ENGR. I CITY I DATE
PAD=51.8 \
\
7,1r-?,
j jr D
10+00.00
NALTRAY WAY
11+55.45 BALThAY
WAY
=14+ 19.03
CLEN ABBEY PL 2
=10+00.00 RO
L TROON LANE
CL MIH #
CL MIH
#6
4
4
4
28
27
L4.125
\
PAD=51.5
26 j
PAD=53.0
PAD=51.7
PAD_ 52. r��
_PROP.�R/W--)
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J
a
U
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23
24
4 PAD=54.4
PAD=53.6 _ _ 22 uulUf
PAD=54.4
PROP 8" WATER
L2
17
2 PROP. � �W 4?5' I PAD=53.0
5 I
PAD -51.6 PAD=51.1 I 4
4 PAD=51.3 4 I I
4 �I{
_rT?� 27 27
l -- OYAL 54'
TRN
RECORD DRAWING RS E SHEET NO. 4E
THESE RECORD DAA PREPARED, IN
AW, ON 1ME OF AND
FURNwm BY Im VLl NOT B2
N3
RECPOM E FM ANY E (M t
HAlr'aREMJ
ENOWPORATIM IM00CUt AS
c cv
Flo. 3 637�7]j7
0
7 NO 4` IP107
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 EFFECT.
No. 615
BAL TRAY WAY
THE BEARING OF N00' 12 ;36 "E ALONG
RAILROAD SP/KE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUI
RA
RA CITRUS AVE. AND LOS INTERSECTION
CEDOS AS SHOWN ON RECORD OF SURVEY,
AVE., IN POWER POLE NO. 9011E FILED /N BOOK 103, PAGES 1 AND 2,
AS
ON THE EAST SIDE OF CITRUS AVE. S RECORDS OF SURVEY, WAS USED
THE BASIS OF BEARINGS FOR THIS
:-1 FVATION- 1467.59 IMAP.
Prepared Under The Supervision Of :
�QReq� PREPARED IN THE OFFICE OF
de us c Fti MADOLE AND ASSOCIATES, INC.
°N �Z 10601 CHURCH STREET , STE. 107
No. 65195 ° � RANCHO CUCAMONGA, CA 91730
o m PHONE (909) 948-1311
� y*
i Exp: 9-30-05 Q
9T C / V
FOF CAL\F� vate
RCE 65195 0761 EXP. 9-30-05
18
PAD=53.6
4
4
21
I PAD=55.0
3�
c� 6�s2
19
20 tK
PAD=54.3 PAD=54.4
4
LINE TABLE
LINE BEARING LENGTH
L 1 N 89'4 724 " E 155.45'
L2 N 89'4724" E 207.07'
ItHIM LAKES C IC PLAfV
CITY OF FONTANA, CALIFORNIA
SEWER I MPR 0 VEMEN T PLANS
DRAWN BY: TR.N0.16539-1, TR. N0.16539-2, SCALE:
DESIGNED BYS GLEN ABBY PLACE DATES SHOWN
SS & BA L TIN Y WA Y MARCH 2004
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BY: TAED BY: DRAWING NO.: 3MJG�LP GINEER R.C.E. 5 2 DAT 3579 5
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J:\826-1739\sewer\sew03.dwg, 03/25/2004 04:10:47 PM, cc