HomeMy WebLinkAbout2856-4MOORS LANE
LOT NO_
DE54GN
"AS BUILT' BACKFLOW
28
32+49
YES
29
31+93.5
NO
45
30+42.5
NO
4G
30+51
NO
47
31+00
NO
48
31+20
NO
49
32+05
NO
RE BEEN OOC�NWIi AB
THE EAST SIDE OF AVE.
WAS USED AS THE BASIS OF
r /9 Qs A.F�SlN.T11�OF.
ELEVATION: 14�C,7,59
LOT NO.
DESIGN
'AS BUILT" BACKFLOW
EVISION DESCRIPTION
DATE
ENGR.
CITY
DENOTES LOTS WHICH WILL REQUIRE
G
10+47.5
YES
BACKFLOW PREVENTION DEVICE
7
11+52
NO
CONSTRUCTION NOTES
LOT NO_
DESIGN "A5 BUILT" BACKFLOW
8
11+G9
NO
1O CONSTRUCT PRECAST GONGRETE MANHOLE PER CITY
22
35+22.5 NO
9
11+90
NO
OE FONTANA STD. DWG. NO. 112 CLD. = 48'x.
23
34+55.5 NO �
Q r m
-� No . 14814 m p 10601 CHURCH STE�EET, STE. 107
RANCHO CUCAMONGA, CA. 91730
SIERRA LAKES
TRACT NO. 16(394
A5 SHOWN
�
0 INSTALL 8" EXTRA STRENGTH V.G.P. SEWER,
1
DATE:
10
11+90
NO
24
34+31.5 NO
PERDRAC
DESIGNED BY: MOORS LANE RIVERWOOD__LANE
COURT
® INSTALL 4' SEWER LATERAL AND CLEANOUT PER CITY
��/
VVV
[RECORD
STANDARDS IN EFFECT.
7�l %I�
C
Of CALIF IPA&Date:ed IT OU �
__BAY_
11
11+73.5
NO
D �
STD. DWG. NO. 125.
25
33+44 Yii�3
DRAWING
12
11+57 5
NO
J MADOLE R.C.E.14814 EXP.3-31-05
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285(oz
1�� FOOL,CITYENGINEER R.C.E. 51 152 EXP. 9-30-01
:
_ _
_ OF. Pli'
::
_
o
MOORS LANE
LOT NO_
DE54GN
"AS BUILT' BACKFLOW
28
32+49
YES
29
31+93.5
NO
45
30+42.5
NO
4G
30+51
NO
47
31+00
NO
48
31+20
NO
49
32+05
NO
SCALE IN FEET
10 80 120
cEMINOLEWA 5
SCALE: i" = 40'
RLV tn,,..--
SEE RIGFtT
5tE LEFT -
V
2G 33+24 YES C THESE gEOppp pRAyyMpg HAVE BEEN PREPARED, IN
♦ y UU
V
L�1 ,
LSEMINOLE
1.
WAY .
THE BEAMING OF N8�'06' ALONG
13 10+58.5 NO
�
27 32+Co1 YES FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
OF GTRU5 AVE, AND LOS GEOR05
THE NO. LINE OF SEG, 30, T. IN„
SEE 5t1T.
5 OF 5
PER DIDO
BAY
COURT
RE BEEN OOC�NWIi AB
THE EAST SIDE OF AVE.
WAS USED AS THE BASIS OF
r /9 Qs A.F�SlN.T11�OF.
ELEVATION: 14�C,7,59
LOT NO.
DESIGN
'AS BUILT" BACKFLOW
EVISION DESCRIPTION
DATE
ENGR.
CITY
DENOTES LOTS WHICH WILL REQUIRE
G
10+47.5
YES
BACKFLOW PREVENTION DEVICE
7
11+52
NO
CONSTRUCTION NOTES
LOT NO_
DESIGN "A5 BUILT" BACKFLOW
8
11+G9
NO
1O CONSTRUCT PRECAST GONGRETE MANHOLE PER CITY
22
35+22.5 NO
9
11+90
NO
OE FONTANA STD. DWG. NO. 112 CLD. = 48'x.
23
34+55.5 NO �
Q r m
-� No . 14814 m p 10601 CHURCH STE�EET, STE. 107
RANCHO CUCAMONGA, CA. 91730
SIERRA LAKES
TRACT NO. 16(394
A5 SHOWN
�
0 INSTALL 8" EXTRA STRENGTH V.G.P. SEWER,
1
DATE:
10
11+90
NO
24
34+31.5 NO
PERDRAC
DESIGNED BY: MOORS LANE RIVERWOOD__LANE
COURT
® INSTALL 4' SEWER LATERAL AND CLEANOUT PER CITY
��/
VVV
[RECORD
STANDARDS IN EFFECT.
7�l %I�
C
Of CALIF IPA&Date:ed IT OU �
__BAY_
11
11+73.5
NO
D �
STD. DWG. NO. 125.
25
33+44 Yii�3
DRAWING
12
11+57 5
NO
J MADOLE R.C.E.14814 EXP.3-31-05
Underground Service Alert CALL TOLL FREE 1-800 i# TWO WORKING DAYS BEFORE YOU
I REV.
*P* SEWER PLAN "E" ST. &"D" ST. - 21[0, 2311 PF: 16094 804 06 -Apr -01 02: 36 PM / 826 -1154 -
DWG. DATE=----------
2G 33+24 YES C THESE gEOppp pRAyyMpg HAVE BEEN PREPARED, IN
BENCH MARK: # 615
BASIS OF BEARINGS:
' PART. ON THE BASIS OF INFORMATION COWLED AND
RAILROAD SPIKE AT INTERSECTION
THE BEAMING OF N8�'06' ALONG
13 10+58.5 NO
�
27 32+Co1 YES FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
OF GTRU5 AVE, AND LOS GEOR05
THE NO. LINE OF SEG, 30, T. IN„
ORS R
RESPONSIBLE FOR ANY ERRORS OR OMI8SIONS WHICH
AV
AVE« IN POWER POLE NO. g0i1E
. CIO1
R. SW.. S.B.M. PER
RE BEEN OOC�NWIi AB
THE EAST SIDE OF AVE.
WAS USED AS THE BASIS OF
r /9 Qs A.F�SlN.T11�OF.
ELEVATION: 14�C,7,59
BEARINGS FOR THIS PLAN, -
EVISION DESCRIPTION
DATE
ENGR.
CITY
DATE -
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision Of:
QR�fESSIO,y�, PREPARED- IN THE OFFICE OF
MA®0LE AND ASSOCIATES;- INC.
T�/ c c R�
CITY i OI� I� OI'�TANA,: CALIFORNIAf
A
SEWER PLAN
COMMENCE WITHIN TWO YEARS of THE DATE OF APPROVAL
&�Q�°�l-T0N +9 k�
o OF THE INLAND EMPIRE
DRAWN BY:
SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Q r m
-� No . 14814 m p 10601 CHURCH STE�EET, STE. 107
RANCHO CUCAMONGA, CA. 91730
SIERRA LAKES
TRACT NO. 16(394
A5 SHOWN
�
DATE:
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
� Exp: 3-31-05 . PHONE (909) 948-1311
PERDRAC
DESIGNED BY: MOORS LANE RIVERWOOD__LANE
COURT
STANDARDS IN EFFECT.
7�l %I�
C
Of CALIF IPA&Date:ed IT OU �
__BAY_
CC)DRAVM1
�
D �
Lit,
(,�(
'>~M
CHECKED BY APPROVED BY:
<
DRAWING NO.
4
J MADOLE R.C.E.14814 EXP.3-31-05
<
n �"-�-�� �"'.DATE;
285(oz
1�� FOOL,CITYENGINEER R.C.E. 51 152 EXP. 9-30-01
*P* SEWER PLAN "E" ST. &"D" ST. - 21[0, 2311 PF: 16094 804 06 -Apr -01 02: 36 PM / 826 -1154 -
DWG. DATE=----------