HomeMy WebLinkAbout3677-2LOT NO.
DESIGN
AS BUILT
BACKFLOW
1
19+57
NO
2
18+92
NO
3
18+32
NO
4
17+72
YES
5
77+12
YES
6
16+52
NO
7
15+92
NO
8
15+32
NO
9
14+72
NO
10
74+12
NO
11
13+52
YES
12
12+92
NO
13
12+32
NO
14
11+72
NO
15
11+12
YES
16
10+52
YES
17
70+10
YES
18
10+66
YES
19
10+26
YES
20
11+86
NO
21
12+46
NO
22
13+06
N
23
13+66
YES
24
14+26
YES
25
14+86
NO
26
15+46
NO
27
16+06
NO
28
16+63
NO
29
17+26
YES
30
17+86
YES
31
18+46
YES
32
19+06
NO
33
19+62
NO
N
F
�
1
4
I
{
I
I
R
I I I
(
�O
�
16 —
O
I
I
_
J II
vA
0
C
(
+
v�
h
1
I
'
i1
�•
I
j
77
I
1
-
�
5=0.0050
I
S=0.0050
'� 7t
I
I
85 -----
�
_
1
S�
�
INSTALL
336.00
E-
,F,rl
I
INSTALL 326.00 LF 8 EXTRA STRENG7
4
CP
S
RI
INSTALL 296.00 LF
8 EXTRA STRENGTH VCP SEWER
f
f
f
4
{
f
I
I
I
PROFILE
I
!
HORIZ 1"= 40'
}
f
I
I
VERT 1"= 4'
I
10
11 12 13
PLAN 1"= 40'
14
15 16
17 18 19
SCALE IN FEET
LOT NO.
DESIGN
AS BUILT
BACKFLOW
1
19+57
NO
2
18+92
NO
3
18+32
NO
4
17+72
YES
5
77+12
YES
6
16+52
NO
7
15+92
NO
8
15+32
NO
9
14+72
NO
10
74+12
NO
11
13+52
YES
12
12+92
NO
13
12+32
NO
14
11+72
NO
15
11+12
YES
16
10+52
YES
17
70+10
YES
18
10+66
YES
19
10+26
YES
20
11+86
NO
21
12+46
NO
22
13+06
N
23
13+66
YES
24
14+26
YES
25
14+86
NO
26
15+46
NO
27
16+06
NO
28
16+63
NO
29
17+26
YES
30
17+86
YES
31
18+46
YES
32
19+06
NO
33
19+62
NO
CONS TRUC TION NOTES:
(D ---INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
Z—CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DW. NO. 112 (0=48').
&— INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
ME
TOKA Y A VENUE KA THERINE S TREE T
SEE SHT 3
Qc HSS/p/r
!4C.#
THESE RE
'�-- �
RECORD DRAW
CORD DRAWINGS HAVE BEEN PPEPAPCD, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND � � �;'�
FURNISHED BY OTHERS. THE ENGINEER WILL NOT PE 3��'�/ �
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH J �-�
HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS Ill
THEREOF i / I
�!f f CAvv- D1.10(O
REV. REVISION DESCR/PT10N DATE ENGR. Cl TY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
2 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
BEFORE DAYS BEFORE
YOU DIG YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO
TOLL FREE 1-800-227-2600 CONF
ALE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
BENCH MARK: #9 BASIS OF BEARINGS:
"PK" NAIL IN LEAD SO. OF SE CURB THE BEARING OF N00'15'10"E ALONG
RETURN 0 CITRUS AVE. & THE CENTERLINE OF CATAWBA AVENUE,
FONTANA AVE. PER TR. NO 1 1 151, M.B. 164/94-96,
WAS USED AS THE BASIS OF BEARINGS
ELEVATION: # 1195.57 FOR THIS PLAN
Prepared Under The Supervision Of
PROFESSION PREPARED IN THE OFF/CE OF
L. /*- sGc MADOLE AND ASSOCIATES, INC.
Z DRAWN BY.•
Lu 3 No. 36637 c 10601 CHURCH STREET , STE. 1070VI//Im
RANCHO CUCAMONGA CA 91730
* Exp: 06-30-06 PH E (909) 948-1311 DESIGNED BY.
Cr
Q'
�9TFOFCAL FDate If �� CHECKED BK
RCE J66,47 EXP. 66 -JO -06
WENDELL L. IWATSURU RL
CITRUS AVENUE
Cl T Y OF FON TA NA.1 CAL /FO RN/A
SEWER IMPROVEMENT PLAN
KA THERINE STREET SC AS SHOWN
TRACT No,,16600 6600 DA TE. -
JUNE 2004
APPROVED BY- DRAWING N0. 2
3677 3
,P/ TY ENGINES R.C.E. 51152 DATE