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21 \ �_�'fi22' —� / PAD=38.0
PAD=42.1 \ o 114112 12+ /
PROP. RPROP., 50"
22
PAD=41.4 ��p 23 1 c" I / '� 2 3 qo ��
J p � 24 �; 1 4 PAD -37.9 0 �,
ppOpp � � PAD=40.6 m 4 PAD=40. SAD=38.5 PAD=38.2 4 c'l
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58, ' A
SEWER LATERAL TABLE/ TR. NO. 16539 AINSDALE WA Y
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
1
11+88
SEE RIGHT HEREON
YES
2
12+52
YES
3
10+06
NO
4
10+23
NO
5
10+39
NO
6
11+46
CITRUROADS AVE. AND LOS CEDROS
NO
7
11+66
NO
8
12+67
NO
9
13+ 18
NO
10
13+45
NO
11
13+32
NO
12
13+24
NO
13
13+06
NO
14
12+51T
NO
15
12+37
NO
16
11+51---
NO
17
l l +31
NO
18
10+59
NO
L YTHA M LANE
SEWER LATERAL TABLE/ TR. NO. 16539
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
22
10+06
SEE RIGHT HEREON
NO
23
10+24
NO
24
10+61
NO
TOLL FREE '1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PAD=38.5
I
2 '1
PAD=38.2
CONSTRUCTION NOTES:
O— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. TURTLE BA Y PLACE
20— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG* NO. 112 (ID=48").
3� INSTALL 8" D.I.P. CL 200 SEWER
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
5� REMOVE EXISTING 8" VCP PLUG AND JOIN EXIST PIPE
CONSTRUCT CONC. BLANKET PER APWA STD. 225-1 AT ALL FLAT WYES (0,V St/E T 2)
REV. REVISION DESCRIPTION DATE ENGF'. CITY 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, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
RECORD DRAWINGS lv�1? !,[ifi► 0 1i3e1
� 11
PAD=37.2
15'21 31 E ^ } 128.
\� 1
t' PROP.
1 I I 36" S.D.
\\
TURTLE BAY PLACE
4 QH S� SEE LEFT HEREON 64
8
PAD=36.9
EX/ST. MIH STA. 19+10.62
� I ,/ 4 34 /All/ /N N
I
ewt s
?6
LENGTH
SEWER @ EASEMENT
RECORD D' y l
SEE RIGHT HEREON
THESE REMM.ME BM EQ 1N
ON 7M C= QP M M AND
AFAM
FuR� ' ! Elf T! EMI ".—JL I= Em
RE L- , ; ,
HAVE WNTi" J' MM THE DO=== AS
A W.SKT.7HER"_-0F.
BENCH MARK: No. 615
BASIS OF BEARINGS:
THE BEARING OF N00' 12'36'E ALONG
RAILROAD SP/KE AT INTERSECTION
RA
THE CENTERLINE OF CATAWBA AVENUE
AS SHOWN ON RECORD OF SURVEY,
CITRUROADS AVE. AND LOS CEDROS
FILED /N BOOK 103, PAGES 1 AND 2,
AVE., IN POWER POLE NO. 9011E
OF RECORDS OF SURVEY WAS USED
(52— ( . ) )
(524.04) INV. OUT - (E)
PER DWG. NO. 2966
SEE SHEET 2
WER @ EA SEMEN T
LINE TABLE
LINE
BEARING
LENGTH
L 1
N 83'5233" W
108.87'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT
Cl 09' 14'04 " 1187.00' 191.31 ' 95.86'
C2 02'26'08" 1187.00' 50.46' 25.23' �
O
ON THE EAST SIDE OF CITRUS AVE. Z
AS THE BASIS OF BEARINGS FOR THIS K 11/4 L
ELEVATION: III
146759 MAP. /� ~
Prepared Under The Supervision Of
OQF�/�V51 PREPARED IN THE OFFICE OF
ae u's' " MADOLE AND ASSOCIATES, INC.
o G�
V
CITY OF FONTANA, CALIFORNIA o
SE WER I MPRO VEMEN T PLA NS _l(n
N m 10601 CHURCH STREET , STE. 107 DRAWN BY: TR. N0.16539 SCALE: Z
No. 65195 ° m RANCHO CUCAMONGA, CA 91730 LYTHAM LANE & �`
o m PHONE (909) 948-1311 SS AS SHOWN J
1-
y
RCE 651
DESIGNED BY:
SS
- - UR TL F B Y PLACE
DATE:
MARCH 2004
Date .0 �� HE ED BY:
EXP. 9-30-054.LLJ
MJG�LP
DRAWING NO.:%
5
3579 5
-APP ED BY:
0
C TY ENGINEE R.C.E. 51 152 DATE
JA826-1739\sewer\sew05.dwg, 03/25/2004 04:11:58 PM, cc