HomeMy WebLinkAbout3538-41049 11+ 12+03, IS -40 14+019 15+00
SULTANA AVENUE LINCOLN COURT 1OHNSON 1117AY
SEE SHEET 3 SEE SHEET 7 SEE SHEET
64'
64' 60' 32' 32'
32' 32' 30 30'12'. 20 20' .12'
12'. 20' 20' .12' 12',-18' 18' 7' 7'
G' ��--- -- 7' 7' J 7' 1 I
i j 0 PROPOSED 42" SD i I C- 3 I,
i I I PER DWG# 5�'q 3 113 / 3
o
I II3,
I I �i
21 20 19
36 o �- 7
3 �, ROPOSED T1R
II N
10+12.98 CL MH 15 ADAMS LANE i 8 I _ _ _ ... _ _ _ _ _ _ 5'
=13+39.03 SULTANA AVENUE i I V8;�583�-W(D-,'183.941 � N = 1 1 1 N89'58'3 "W 14 309.57' T 5 �~ I
10+00.00 ADAMS LANE ' ( _ _ _ _ _ _ _ _ _ _ ------
46
=11+55.46 SULTANA AVENUE _ - 0 0
III N N 15+06.50 AD
=10+00.00 J
8" WATER
i III w z OTHERS '�O
I37
31; 39 Cn >
((II II V 3 ¢to
r� 43
somas
3 3 ct1 0 3 3 3 N <yqy !qN
I I I I®
IROPOSED R/W � � g�5 o F
z
ma�_, W0 4 000a
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LT NA VE E W
N p M O n- fL
M o rn oO'DANS ANE
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. —n . —n
TOLL FREE `''- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CONSTRUCTION NOTES
(D CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STDs DWG. NO. 112 BASIS OF BE GS:
O— CONSTRUCT 4 EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125 THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
(SEE GENERAL NOTE 30) N89'59'42 -W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
4- INSTALL BACK FLOW CHECK VALVE PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQiMMD B CH
MARK
r RO NOT CQR CE j PREPARED FOR:
TWO YEARS OF THE DATE OF OVAL �, B.M. 361, SPIKE IN NORTH FACE OF
T
Tim. Stratham Group P.P. #1536697E 0 S.W. CORNER OF
SHO�'IN MMON AND CARMW FORTH IN A 2201 Dupont Drive, Suite 300 BASELINE AVENUE AND SULTANA AVENUE
DMIGENT 11ANNM THE CITY FIVGEWM MY Irvine, CA 92612
REQ=E REVISIONS TO THE PLAN'S TO (949) 833-1554 ext.226
E''.3NG 77EM INTO CONFO I'�MCE rATH (949) 833-7853
COANDI't'ION"S AND STANDARDS El EFFECT ELEVATION: 1365.01
71 R& colla 1_9R,4 1v1N�;
Kecord Documents have been
used on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
c y be .ncorporated herein as a result
I�-II-oS
ATE
SEWER MAIN ADAMS LANE
S' �
WAT c:
"4
STORM DRAIN
I 6'q_i) BTM OF WTR
TOP OF SWR PIPE O.D. ELEV.
' LAT PIPE ELEV. — _ — —
4" LATERAL .020
00 MIN.
R0
�n I NU frili
PROF _
HOMM 1' - Wall
VERT: I=V
.0
`0 ( IN FEET )
`°moo S. H .,� � 1 inch = 40 ft.
LL? No. 430,76 i
Exp. 6/30/07 r
off' `J
cm
W0A4 M1
PROPOSED FINISH SURFACE
R/W
32' —J
I TOP OF SD 3
�- 45'PIPE ELEV.
i ��PER
PROPOSED 42" STORM_,DRAIN
BTM OF SWR
CITY DWG # 25CP3`�
LAT PIPE ELEV.
i J\T'
NOTE.-
DRIVEWAY
OTE:DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
m , Prepared By:
t J ALLARD ENGINEERING
( Civil Engineering - Land Surveying - Land Planning
__ _ _ _ > f 8253 Sierra Avenue
Fontana, California 92335
i (!309) 356-1815 Fax (909) 356-1795
1-1°-04
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
45'
LOTS Xv S9 & 40
HOUSE LATERALS DETAIL
HORIZ: 1`--4'
VERT. 1`_-4'
SEWER
LATERAL CROSSING TABLE
SEWEI LAT LS TMCT IM -1
LOT NO.
DESIGN STA.
"AS—BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS—BUILT" STA. BACKWATER
YES NO YES NO
19
14+62
38 11+60 NO
20
13+84
0 39 12+22 YES
21
13+26
0 40 12+42 NO
22
12+55
NO 41 13+29 NO
35
11+36
NO 42 13+68
36
10+77
43 1 14+53
37
10+80
NO 44 1 14+89
TOLL FREE `''- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CONSTRUCTION NOTES
(D CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STDs DWG. NO. 112 BASIS OF BE GS:
O— CONSTRUCT 4 EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125 THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
(SEE GENERAL NOTE 30) N89'59'42 -W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
4- INSTALL BACK FLOW CHECK VALVE PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQiMMD B CH
MARK
r RO NOT CQR CE j PREPARED FOR:
TWO YEARS OF THE DATE OF OVAL �, B.M. 361, SPIKE IN NORTH FACE OF
T
Tim. Stratham Group P.P. #1536697E 0 S.W. CORNER OF
SHO�'IN MMON AND CARMW FORTH IN A 2201 Dupont Drive, Suite 300 BASELINE AVENUE AND SULTANA AVENUE
DMIGENT 11ANNM THE CITY FIVGEWM MY Irvine, CA 92612
REQ=E REVISIONS TO THE PLAN'S TO (949) 833-1554 ext.226
E''.3NG 77EM INTO CONFO I'�MCE rATH (949) 833-7853
COANDI't'ION"S AND STANDARDS El EFFECT ELEVATION: 1365.01
71 R& colla 1_9R,4 1v1N�;
Kecord Documents have been
used on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
c y be .ncorporated herein as a result
I�-II-oS
ATE
SEWER MAIN ADAMS LANE
S' �
WAT c:
"4
STORM DRAIN
I 6'q_i) BTM OF WTR
TOP OF SWR PIPE O.D. ELEV.
' LAT PIPE ELEV. — _ — —
4" LATERAL .020
00 MIN.
R0
�n I NU frili
PROF _
HOMM 1' - Wall
VERT: I=V
.0
`0 ( IN FEET )
`°moo S. H .,� � 1 inch = 40 ft.
LL? No. 430,76 i
Exp. 6/30/07 r
off' `J
cm
W0A4 M1
PROPOSED FINISH SURFACE
R/W
32' —J
I TOP OF SD 3
�- 45'PIPE ELEV.
i ��PER
PROPOSED 42" STORM_,DRAIN
BTM OF SWR
CITY DWG # 25CP3`�
LAT PIPE ELEV.
i J\T'
NOTE.-
DRIVEWAY
OTE:DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
m , Prepared By:
t J ALLARD ENGINEERING
( Civil Engineering - Land Surveying - Land Planning
__ _ _ _ > f 8253 Sierra Avenue
Fontana, California 92335
i (!309) 356-1815 Fax (909) 356-1795
1-1°-04
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
45'
LOTS Xv S9 & 40
HOUSE LATERALS DETAIL
HORIZ: 1`--4'
VERT. 1`_-4'
SEWER
LATERAL CROSSING TABLE
LOT NO.
SEWER MAIN
INV. ELEV.
BTM OF LATERAL
ABOVE S.D.
TOP OF STORM BOTTOM OF
DRAIN PIPE WATER PIPE
LATERAL INV
0 PL FT. BELOW PL
38
1296.04
1299.14
1297.17 1300.26
1299.74 6.0'
39
1296.51
1299.60
1298.13 1301.00
1300.42 5.0'
40
1 1296.61
1 1299.72
1 1298.44 1 1301.23
1 1300.32 T 5.0'
/ Q�pt tam CCN
DRAWN BY.
LO � No. 43976 m AE
Exp. 6/30/05 DESIGNED BY.
* AE
�9T C t V 1 ED BY.
F 0 CA0t I
CITY OF FONT NSA, CALIFORNIA
SEWER IMPROVEMENT FLAN
TRACT NO. 16271-1 SCALE. 17=40'
A5 L DATE:
P
DECEMBER, 2003
P OVED BY, DRAWING NO.:
CITY ENGINEER R.C.E. 51152
�Innmm�• AA\nWC\ l')OnR\QFWFR\ 18971-1\TR18971—CWRnd nWr.,