HomeMy WebLinkAbout3534-615+00
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SEWER LATERAL TABLE/ TR. NO. 16540-3
214.45' N 17
18+00
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LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
3
15+26
v
YES
4
15+41
!
Q
I
YES
5
16+15
J
YES
6
16+35
NO
7
17+15
,s$
NO
8
17+31
NO
9
17+62
DES/GIVER BY
MCA
YES
10
17+42
YES
11
16+62
NO
12
16+42
BEC. J�J,rG.
YES
13
15+79
r
YES
GOLDENDALE WAY
TOLL FREE `�-- - ' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
19+00
20+001 PLAN 1'= 40' 121+00
N00° 16'44 "W 19
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20 y�f
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y
No 3!J6 3 7
LSI /V f,
THESE RECORD DRAWINGS HAVE BZEN PREPARED, IN BENCH ICIARK.• No. 615 BASIS OF BEARINGS.,
ON THE EtASIS OF INFORMATION COMPILED AND THE BEAR/NG OF N00'16'441W ALONG
FUFiNICHED I3Y OTHERS. THE ENGINEER WILL NOT BE RAILROAD SP/KE AT INTERSECTION S CEN
HAVE BEEN INCORPORATED TERLINE OF CITRUS AVENUE, AS
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH OF CITRUS AVE. AND LOS CECROS SHOWN ON MAP OF TR 15908 FILED
- -v W. \ C —�v� lie INTO THE DOCUMENTS AS
.
A RESULT THEREOF
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITTUS AVE.
ELEVA TION., 1467.59
/N BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
BERNARD/NO COUNTY, WAS USED AS
THE BASIS OF BEAR/NGS FOR THIS MAP.
BACKFLOW
5!5p
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v
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s PU
8 �
!
Q
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m Q
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J
YES
11
20+75
YES
12
BY-
DRAWRK
,s$
I
13
19+84
YES
14
wi
GP— — — — — j
2-0--
\2� — 3
} E N60'49' l3 "E " 40.58'
CL ST. PpnP RWdTFRIlAlF'
S77,
. e
40
20 y�f
F
y
No 3!J6 3 7
LSI /V f,
THESE RECORD DRAWINGS HAVE BZEN PREPARED, IN BENCH ICIARK.• No. 615 BASIS OF BEARINGS.,
ON THE EtASIS OF INFORMATION COMPILED AND THE BEAR/NG OF N00'16'441W ALONG
FUFiNICHED I3Y OTHERS. THE ENGINEER WILL NOT BE RAILROAD SP/KE AT INTERSECTION S CEN
HAVE BEEN INCORPORATED TERLINE OF CITRUS AVENUE, AS
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH OF CITRUS AVE. AND LOS CECROS SHOWN ON MAP OF TR 15908 FILED
- -v W. \ C —�v� lie INTO THE DOCUMENTS AS
.
A RESULT THEREOF
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITTUS AVE.
ELEVA TION., 1467.59
/N BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
BERNARD/NO COUNTY, WAS USED AS
THE BASIS OF BEAR/NGS FOR THIS MAP.
BACKFLOW
REVISION DESCR/P110N DA7F
ENG/z
Cln'
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,Q
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
SPR �M NgC
�- s Fti
No, 62183 �,
{r Expo 9-30-05
Von�9T CI V I�- ���P
E O
0 F
FCALI
Prepared Under The Supervision of
PREPARED /N THE OFFICE
il�ADOLE AND ASSOCIATES, INC.IN
fosol CHURCH STREET, srE. fol
RANCHO CUCAMONGA, CA 91730
p ONE (909) 948-1311
• Z O
Dat r
Date
NO
10
21+5j
YES
11
20+75
YES
12
BY-
DRAWRK
YES
13
19+84
YES
14
19+68
DES/GIVER BY
MCA
YES
15
19+45
CHECKED BY -
RM
16
19+32
NO
RCE
621 EXP 9-30-05
BEC. J�J,rG.
NO
18
;j.0'J
r
u
19
18+38
YES
20
19+91
SEWER LATERAL TABLE/ TR. NO. 16540-4
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
8
22+43
NO
9
21+75
NO
10
21+5j
YES
11
20+75
YES
12
20+53
YES
13
19+84
YES
14
19+68
YES
15
19+45
NO
16
19+32
NO
17
18+48
NO
18
18+17
YES
19
18+38
YES
20
19+91
YES
21
20+56
YES
22
20+72
YES
23
21+56
YES
24
21+72
NO
25
22+48
NO
CONSTRUCTION NOTES:
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" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 16540-3 & -4 SCAL
AS SHOWN
—GODATE-
L_
E
LD DALE AY a M DOWMEER LANE SEPT.2003
APPP6V0 BY DRAWING NO. 6
3534 6
I TY ENG/NEER R. C.E. 51152 DATE
JA826 1183\sewer\SEW06.dwg, 02/10/2004 04:06:24 PM, MCA