HomeMy WebLinkAbout3579-4BAL TRAY WAY
SEE SHEET NO. 3
50'
25' 1 25'
25
PAD=53.0
II
26 I
PAD=52.0
I
10+00.00 ROYAL TROON LAN
11+55.45 BAL TRAY WAY
CL MIH #6
27 IH
PAD=51.5
SCALE: 1" = 40'
SCALE IN FEET
40 80 120 1
LUDLOW LANE
SEE RIGHT HEREON
50'
25'I 25' CONSTRUCTION NOTES:
E
I I � I
j 17 16 I I I 8 lO- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
PAD=53.0 PAD=45.9 - PAD=45.4
r) l�,r CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
J rj, JJ:5 - PROP. R W FONTANA STD. DWG. NO. 112 /D=48 .
/ � < >
I
_ _ _ _ I INSTALL 4 EXTRA STRENGTH V.C.P. SEWER LATERAL PER
7 CITY OF FONTANA STD. DWG. NO. 125.
PAD=44.5
PROP 30DWATER I
I 12+82.00 ROYAL TROON WAY
- - It ' - 28 00' - - =11+56.96 LUDLOW LANE
I I L
II
I
27' 27'
54'
11 1 12
i2Y82 I CL M/H #8Lrll
2
�L I
------ ---------PROP. R/W� ,° �I I 6
fi
L 5 I PAD=43.5
4
PAD=51.1 PAD=43.110
i l II
-
rr?, 16-5 J %
DES/GN STA.
27'
27'
SEWER LATERAL
TABLE/
TR. NO. 16539-2
NO
6
54'
LOW LA NE
NO
7
11+92
Q
�o .
YES
8
12+47
YES
9
12+67
ROYAL TROON LANE
a 0
0
DIAL TWO WORKING
BEFORE .... DAYS BEFORE
YOU DIG A� YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RECORD DRAWINGS
LOT #
DES/GN STA.
AS -BUILT STA.
BACKFLOW
5
11+09
SHOWN
NO
6
11+37
LOW LA NE
NO
7
11+92
Q
�o .
YES
8
12+47
YES
9
12+67
NO
10
13+17
NO
11
13+38
NO
12
13+,53
NO
13
13+26
NO
14
13+ 12
NO
15
12+.96
NO
16
12+14
NO
DATE I ENGR. I CITY I DATE
O
ROYAL TROON LANE
SEE LEFT HEREON
54' / w
27' 27' �rl'J J r J v
lI
°I 14 �'
p I
4 4 m I 15 4 PAD=47.3 13
21 20 4�, I - 4 PAD=47.4
o x 22 PAD=421 PAD -42.5 5 J A4� ft.; 4 PAD 46.9
X0 �., �
O'00-00 o - - _ PAD=43.1 / 16
o� PAD=41.4 - I PAD=45.9 PROP. R/W
o
3
12
H _.._._.. P. 30 S.D. N ' PAD=47.5
/ PROP. I R bfi TER 1 - �-C.L. ST.
23 / / 11 1 12 N 1 13
PAD=40.6
l .r?, J J J J 24 �1 I 4 4 PAD= 43.5 4 PAD=44.5 4 8 4 4 9
PAD=40.11 I 19 m 2 11 +56.96 L DLOW LANE PAD=45.4 PAD=46.4
i I PAD=42.6
=12+82.00 OYAL TROON LANE
CL MIH 18
5' 15' 5
L YTHAM LANE
SEE SHEET NO. 5
SEWER LATERAL TABLE/ TR. NO. 16539
LOT #
DESIGN STA.
AS -BUIL T STA.
BACKFLOW
20
10+32
SHOWN
NO
21
10+15
LOW LA NE
NO
19
10+65
Q
�o .
NO
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.
BENCH MARK: No. 615 BASIS OF BEAR/NGS:
[MAP.
HE BEARING OF N00' 12'36 "E ALONG
RAILROAD SPIKE AT INTERSECT/ON HE CENTERLINE OF CATAWBA AVENUI
OF CITRUS AVE. AND LOS CEDROS S SHOWN ON RECORD OF SURVEY,
AVE., IN POWER POLE N0. 9011E ILED IN BOOK 103, PAGES 1 AND 2,
ON THE EAST SIDE E CITRUS AVE. F RECORDS OF SURVEY, WAS USED
S THE BASIS OF BEARINGS FOR THIS
rl FVAT/0N; 1467.59
Prepared Under The Supervision Of
Kqj
U�I PREPARED IN THE OFFICE OF
s�Fti MADOLE AND ASSOCIATES, INC.
°� 10601 CHURCH STREET , STE. 107
. 65195 ° m RANCHO CUCAMONGA, CA 91730
* y X PHONE (909) 948-1311
Exp: 9-30-05 Q
UF AL
Date : 3 'Z6 DY
RCE 65195 EXP. 9-30-05
IN
LINE
L1
L2
No. 36637 `=
13+61.92
CL M/H #9
/ 11
PAD=47.4
10
i PAD=47.3
LINE TABLE
BEAR/NG LENGTH
N 89 4724" E 156.96'
N
89*47'24" E 204.96'
'aEt./®R
®T14 ESE REOOnD DRAWRM HAVE PREPARED, IN
PA AT ON THE BASIS OF INF D AID
FU RN SHED BY OTHERS. THE WILL NOT BE
99SP"3SISLE FOR ANY ERE OR OAA WHICH
y �R SB 4 I ER ORATED INTO THE _fM AS
I'l
AKES pL
C C I
I
CITY OF FONTANA, CALIFORNIA
AN
SE WER I MPRO VEMEN T PLA NS I
DRAWN BY:
TR. N0.16539-2, & TR. NO.16539
SCALE:
s
ROYAL
BOON LANE
SHOWN
DESIGNED B
SS
& L U
LOW LA NE
DATES
MARCH 2004 I
CH KED BY:
'APPROVED BY
� I A'/L
Q
�o .
DRAWING NO.:
I
4
MJG/LP-"
3579
I
5
CI ENGINEER
R.C.E. 51152 DATE
J:\826-1739\sewer\sew04.dwg, 03/25/2004 04:11:35 PM, cc