HomeMy WebLinkAbout2589-2A
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> 8" VCP SEWER
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1 -CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1. -
2a—CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112.
�FFNT4
DEN125NANSOUEECLN CITY
__OF AD ITALLSWR EEAOUTBOPER
CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 1258 (IN
LANDSCAPE AREAS).
5D—REMOVE- PLUG AND .JOIN
A i
SEE SHEET NO. 5
VAN COU VER AVEN U E
STA,
1+55
r. 1+55
STA:
1+3
0 90
B.C.
"7 2a�
10' WATER EASEMENT'/
i STA: 0+00.00 CA EX. M.H.
' =
BRIDLEPATH DRIVE 21+46.50 BRIDLEPATH DRIVE
A
A
'- ao�
.Y
RADIUS
{
TANGENT
.
200.00'
24.51'
12.27'
i,
320.00'
107.79'
54.41'
C 15'24'02"
8
155.90'
78.42'
3+61
STA,
1+55
r. 1+55
STA:
1+3
0 90
B.C.
"7 2a�
10' WATER EASEMENT'/
i STA: 0+00.00 CA EX. M.H.
' =
BRIDLEPATH DRIVE 21+46.50 BRIDLEPATH DRIVE
A
CURVE DATA
'- ao�
DELTA
RADIUS
{
TANGENT
.
CONST. 140.61 LF
8" V.C.P. SEWER
2+00
CONST. 758.91 LF
8" V.C.P. SEWER
4+00
PROPOSED FINISH SUR�ACE
M OVER C/L OF PIPE
C5 /
63
.\ro
i CONST. 1238.00 LF I
8" V.CjP. SEWER
5+00 6+00 7+00
HQ
CURVE DATA
'- ao�
DELTA
RADIUS
LENGTH
TANGENT
A 07'01'14"
200.00'
24.51'
12.27'
B 19'18'00"
320.00'
107.79'
54.41'
C 15'24'02"
580.00'
155.90'
78.42'
CONST. 758.91 LF
8" V.C.P. SEWER
4+00
PROPOSED FINISH SUR�ACE
M OVER C/L OF PIPE
C5 /
63
.\ro
i CONST. 1238.00 LF I
8" V.CjP. SEWER
5+00 6+00 7+00
HQ
J0 K`v
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PROPOSED STATION
AS BUILT STATION
14573
Q O
N O
J N
of
EDMONTC
cn o
3
4+23
LD I'VECOR�D DIZA W 1965p T tZ•
REVISIONS
/
U O 0594/
co c0
(O t�
N N
CONST. 246.46 LF
8" V.C.P. SEWER
8+00 9+00
SEE SHEET NO. 4
RONTO AVENUE
TO
-. .. ,R� �1 1 10 30
SEWER LATERAL LOCATIONS
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14573
1
5+61
2
4+90
3
4+23
4
3+61
5
2+93
6
2+50
7
1+21
50
7+40
51
8+03
80
9+07
81
8+22
82
7+31
The .> 1ol Consulting Gr
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREPARD UNDE THE PERVISION OF:
c _ �'M 9 3 oZ
DATE App aE�'
CITY AI DATE THOMAS A. PETERSEN R.C.E.
" � •]
HORZ.1'-40'
VERT. 1,_8,
10+00
z NOBPX
Z l�
0 �
W
GRAPHIC SCALE
O0N
L
ON K
W
( IN FEET
1 inch = 40 ft.
Z
0
z
Li
FINISH
0
� U
FINISH SURFACE
i
13'Z Li
�w
: O
8" WATER �a 1
0�
2% MIN•
4" SEWER LATERAL 1' MIN. CLR.
45
MAX. IABLE
VIC
MIN. MIN. CLR.
8" SEWER --*'v24" STORM DRAIN
-y
TYPICAL
SEWER LATERAL CROSSING
LOTS 1 — 6, 78 — 82
N.T.S.
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SEWER IMPROVEMENT PLANS SCALE:
DESIGNED BY EDMONTON DRIVE E R ,'=40'
SJW VERT.. : : 1 "=8'
CHECKED BY TRACT N0. 14573 DATE:
TAP PLAN AND PROFILE 01/02/98
JOB NO. I l DR - N0: SHT. NO.
APPROVED ��c yb
DATE: S CITY ENGINEER R.C.E. 25126 �P�.E_t7, 20F 8
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11-11
NM
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