HomeMy WebLinkAbout4280-2c) EX� 10" VCP PER
MY OF FONTANA PRQP_l,Q." $EVYFE�R
AS—BUILT PLAN
DWG 1407
N
291 L
_�_-[JN
0
00 "LINE B
BEGIN CONSTRUCTION
CAUTQN DE171TH UNKNOWN
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STA 2904-82�00 jr-,�EXISIING 12 3/4" GWMR,l
nr-' C'nNiTAM'A
EXISTING STREET' LIGHT,/
&83' FROM SW PL
GE.,APHIC SC.A.t,.,E
20 0 10 20
FEET
I" _ 20
CONSTRUCTION NOTES
Cl) CONSTRUCT 10" VCP(EXTRA STRENGTH). SEWER MAIN
(2-) CONSTRUCT 8" VCP(EXTRA STRENGTH). SEWER MAIN
(3)
, CONSTRUCT 48" I.D. MANHOLE PER CITY STD, 2001
(4), INSTAL -L 10" VCP --STUB W/PLUG AT END
(,5) CONSTRUCT SEWER CLEANOUT PER CITY OF FONTANA
STD� 2004 WITH PLASTIC BOX STD. 2007
PERFORM TRENCH REPAIR PER CITY OF FONTANA STD, 1008
DI CONSTRUCT 4" V.C.P. SEWER LATERALS 5.0' NORTH OF"
EXISTING PL WEST SIDE OF LAUREL AVE. STUB—OUT 110'
AND PLUG, PER CITY OF FONTANA STD. 2005 (NO CLEANOUT)
1,6 �'U R B & GUTTER
J n
_LJNE "A" Ld
:D
292 29'
CAUTION DEPTH UNKNOWN END CONSTRUCTION
STA 292+56�43
KEXISTING 12 3 4" GWMR
'�--�?,,ER CITY_ OF. FONTANA
EXISTING
WAtR--CQMp4�Nl,-,y_,�,_
........ Sc GU TTER
S 6 0'
F
'IST
E� 4 N'G '�IDEY4LK
m
15' EX, R/ W
R/W
CN
4
18'.
4
LOA_
LAUPEL AVE
STA 291 8Z 75
7
+
22
'0 N 0 11) ....... . ... ....
...........
5
PROPOSED PRIVATE SEWER
T7�
A
6
ligi)
Ek R
4
1—wi-4
(D
STA 291+1'7A4F_-_L__,,\
1. a:,
�e, -Liper,visloll J TY OF FONTANA
Cl CAL.IFOR)NIA
THE REQUIRED Prepared Under
— ------ ------ SHOULD CONSTRUCTION OF 1, r 8
vf Es
PLAN
-------- - ----- __NCE WITHIN TWO IV
IMPROVEMENTS NOT COMMEL fw SEWER IMPROVEMENI
c
dOWN HEREON SCALE:
YEARS OF' THE DATE OF APPROVAL Sl DRAWN BY:
A/VV\AA/vV\AAAAAAMAA~ w
AND CARRIED FORTH IN A DiLiGENT MANNER, T H E 7-1 rn
No. 48851 Sm TRACT No. 17548 As Noted
DIAL TWO WORKING
. ........ .... Exp. 09/30108 DESIGNED BY� LAUREL AVE [)ATE:
BEFDRE DAYS BEFORE CITY ENGINEER MAY REQLJIRE REVISIONS TO 'THE 05 12 07
YOU DIG RC
YOU DIG 'A,
wz'
-0 BRING THEM INTO CONFORMANCE WITH C IV, k\- Dote 12-07
PLANS 1 05 CHECKED BY: APP��
E 1) QX
DRAWING NO.:
0
C"! 40"", -7, v
F CAL DATE
REV, REVISON E)ESCRIPTION IA C�T� 1 P) A 1', 1 E 851 CIT'y
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT . ........... . .. STANDARDS �N EFFECT, JOHN BREWINGTONI R. C. 48 JB , (llpel, 4280
E,, F, C71 N E E R R.C,E. 51152 2
EXIST�NG UNDERGROUND STRUCTURES: LAUPEL AVE
X
CAUTION X
THE EXISI"ENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE
GRAPHIC SCALE
......
PLANS ARE OBTAINED BY A SEARCH OF THE AVAiLABLE RECORDS. TO THE BEST OF OUR
X
POTHOLE TO VERIFY LOCATION AND ELEVATION
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER TI-iAN As SHOWN ON THESE PLANS.
20 0 10 20
PRIOR TO START OF CONSTRUCTION.
ME CONTRACTOR IS REQ(ARED 'TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
�e, -Liper,visloll J TY OF FONTANA
Cl CAL.IFOR)NIA
THE REQUIRED Prepared Under
— ------ ------ SHOULD CONSTRUCTION OF 1, r 8
vf Es
PLAN
-------- - ----- __NCE WITHIN TWO IV
IMPROVEMENTS NOT COMMEL fw SEWER IMPROVEMENI
c
dOWN HEREON SCALE:
YEARS OF' THE DATE OF APPROVAL Sl DRAWN BY:
A/VV\AA/vV\AAAAAAMAA~ w
AND CARRIED FORTH IN A DiLiGENT MANNER, T H E 7-1 rn
No. 48851 Sm TRACT No. 17548 As Noted
DIAL TWO WORKING
. ........ .... Exp. 09/30108 DESIGNED BY� LAUREL AVE [)ATE:
BEFDRE DAYS BEFORE CITY ENGINEER MAY REQLJIRE REVISIONS TO 'THE 05 12 07
YOU DIG RC
YOU DIG 'A,
wz'
-0 BRING THEM INTO CONFORMANCE WITH C IV, k\- Dote 12-07
PLANS 1 05 CHECKED BY: APP��
E 1) QX
DRAWING NO.:
0
C"! 40"", -7, v
F CAL DATE
REV, REVISON E)ESCRIPTION IA C�T� 1 P) A 1', 1 E 851 CIT'y
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT . ........... . .. STANDARDS �N EFFECT, JOHN BREWINGTONI R. C. 48 JB , (llpel, 4280
E,, F, C71 N E E R R.C,E. 51152 2