HomeMy WebLinkAbout3639-3ROFILE OF PROP. 8" DIP. SEWER
3s�
CL
a +
1
3
_ _ -_ II S = 0.00 _ ---
II ��
• ® W
dm II �
1
CT
` II m
it �I d 211.00 Lf. 8 0(TRA STRENGTH V.C.P. � a � a ,�; �
M o + II a
_ - - JLC - ® �� - II o �to �� - ��
�; 223.50 LF o
,�
`.t m UCT ' 1� mss- LF. 8' D.I.P. SEWER I I 9
CONSTRUCT 231.00 LF. 8' D.I.. SEWER - -
>n CONSTRUCT 208.28 LF. 8'
J` - EXTRA V.C.P. SEWER
PROFILE SCALE 7+00 8+00 9+00 '10+00 11+00 12+00 7+00 8+00 9+00 10+00 11+00
VERT: 1 " = 4'
HORIZ: 1" = 40'
BLACKOAK LN. BASELINE AVENUE
SEE SHEET 4
5 5
2 2 2 2 1 2 32 32
BASELINE AVENUEI_�
^ _ ^ W = r 51
20' 2e
co Cp >_
A7+10.13 YAN CT. 4' 2. P-at6 � ( 7 z � a 'o ( 40'
=7+1a.13 BASELINE AVE P-63.2 P-64:3 P..4 Z= ¢ g P=682 I[121'j S.M.H. NO. 2 � >9 ; P-66.5II II I
M� 31
`b o 11+52.63 BANYAN CT. 6+58.39 AVOC CT.I
„ 0 1 _ P-690 =10+17 65
to + o 0 13+07.00 BLACKOAK �j 'a� NE IAVE, I�
N, m �' + S.M.H. #4 �Y`::'z 1
EXIST. 10" VCP ( I �, �i',�j' a+, o i CF S.M.H� 17 I I it
SHT. 9 DWG. 2506 ` �; �` 1&96' ��' Vim'
II
I owe
I I IlI
0
12+30.00 BASELINE E N
C EXIST. SMH W 15+30.00 BASELINE • ;�
I I — —
�° I I i� L,� o _ rroal'Sfl"E No'o1'S0"E 32 Ez 1� I - -
M m PST S M H
o
m
z I �� - :. - �- . �-- - - P=6$.3 EXIST. 10" VCP
EXIST. DBL 10° X 8' RCB SHT. 9 W. 2 6
SHT. 10 DWG. 3050 Ico
I I
1.70' I � II 1.68
. I II I.I II U � I
W I °° II
I�I ' _ _ 4 � ±�
U p
41
c*ll
± 4 ^3 3 + 2 + 1 ::2, �, . + 2 - II
P-623 P-63.2 P-64.400
P-65.2 1 22 1 P 69.0
2 2 2 2 0 2 LO $ I II
0 0 �ANDLEWOOD WAY 35 + + I (I) 1= I
BASELINE AVENUE 5 •- o P 68.4 2 , I
SEE SHEET 2 n P- .9 EXIST. DBL 10' X 8' IRCB
Qj SHT. 9 DWG. 3050
� ,IIS IIS
BANYAN COURT BASELINE AVENUE
CONSTRUCTION NOTES
z O1 CONSTRUCT 4' DIA. SEWER MANHOLE PER CITY OF FONT,4NA STD. NO. 109, 112, & 114
Q Q CONSTRUCT 4" DIA. (EXTRA STRENGTH) V.C.P. LATERAL WITH CLEAN-OUT AND
PLUG PER CITY OF FONTANA STD. NO. 125
�4 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
® CONSTRUCT 8' D.I.P. SEWER MAIN
�5 INSTALL SEWER BACKFLOW DEVICE
0 10 20 40 80 120
SCALE. 1"=40'
LOT N0.
DESIGN STA.
AS -BUILT STA.
BACKFLOW
1
9+34
t s{.
NO
2
8+69
8 Arl 6
NO
3
8+24
$A -to
NO
4
7+51
1 k<l
YES
5
7+71
YES
6
8+11
_310
ONA, CA 92880
NO
7
8+65
0
NO
8
9+29
s}1p
NO
9
9+85
YES
33
11+44
'L
NO
34
11+27
101177
NO
35
10+65
lv
NO
LOT NO.
DESIGN STA.
AS -BUILT STA.
BACKFLOW
14
9+43
ENGR.
NO
15
8+78
8 Arl 6
NO
16
8+20
$A -to
NO
17
7+75
5
NO
18
7+21
-'N6W
19 1
7+13
_310
ONA, CA 92880
YES
20
7+64
0
YES
21
8+10
s}1p
NO
22
8+74
NO
23
9+1
'L
YES
24
10+57
101177
NO
25
L 10+96
jo L
NO
26 1
11+00
Il+e-
NO
PREPARE} BYREV.
eR pFESSj otv,,
L RggeF
�
c' N0. 29616 <�''
cr x
Exp. 3/31/07
s
T9T t v I ti ��\P
F OF CA0� 13
p
o
hIAL TWO WaRKINfi
BEFORE DAYS BEFORE
Y G U DIG YOU DIG
TOLL FREE 1-800-227-8600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
120
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILJGENT MANNER,
'i THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO
g�� THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
FIRM: raab engineering, inc.*
DRAWN BY:
MLR
0 SEWER PLAN - TRACT 16597
BANYAN CT. AVOCADO CT.
FROM B NE AVE 0 B CKO LN. FROM BASELINE AVE. TO BLACKOAK LN.
SCALE:
1• _ 40'
DESIGNED BY:
MLR
DATE:
JAN. 9, 2006
CHECKED BY"
MLR
APP VED BY- ;
DRAWING NO.:
3639
3
4
ADDRESS: S. MAPLE ST., STE. D
_310
ONA, CA 92880
TELEPHONE: ( 1) 27f- 1 72 FAX: ( 951) 272-0166
? ""
a�p�p 0 �
0
1ifL.- °
29616 a
REV. MH N0. 2 LOCAT�N/ELEVATION PER SHEET 2
3/as/as
1
ADDED LINE IN BASELINE AVE BETWEEN AVOCADO AND BANYAN
CT; ELIMINATED LINE IN BASELINE W/0 AVOCADO; CORRECTED
STREET NAMES, LOWERED AVOCADO CT CURBS AND PADS
1 /09/06
SIGNATURE RCE DTE
FOXWORTH STREET
SEE SHEET 2
BLACKOAK AVOCADO COURT
SEE SHEEP 4
n
YES
0 RECORD DRAWING PROFESSIp�
���rRK
l
w N0. 29616R� A
4 Exp. 3/31/11
MARK L. FOB RCE 29616 DATE qr i v I " R�\P
F �F CAtL\FO
26
P-64.0
2
0 10 20 40 80
SCALE: 1'=40'
120
CITY
OF FONTANA, CALIFORNIA
DRAWN BY:
MLR
0 SEWER PLAN - TRACT 16597
BANYAN CT. AVOCADO CT.
FROM B NE AVE 0 B CKO LN. FROM BASELINE AVE. TO BLACKOAK LN.
SCALE:
1• _ 40'
DESIGNED BY:
MLR
DATE:
JAN. 9, 2006
CHECKED BY"
MLR
APP VED BY- ;
DRAWING NO.:
3639
3
4
TY EER R.C. .51152 TE: