HomeMy WebLinkAbout3968-3[us
SEE SHEET 2
LINE B
L 1 `4 .5
i — —
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55
r
141
LAND PLANNING AND CIVIL ENGINEERING
AIP: HORIZ. 1 =40
PROFILE SCALE it
VERT. 1 =4;
NO
DIAL TWO WORKING
110,
,1-
723 N. "D" STREET, SUITE 1 SAN BERNARDINO, CALIF. 92401
13EFEIRE DAYS BEFORE
YOU DIG YOU DIG
C:)
C:)
PHONE (909) 884-7090 FAX (909) 884-0124
1 *
0i
78.09,
TOLL FREE .9. 227-2600
25.84'
595.00
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12.92
NO
188.24'
605.00'
0
CL
14+10
76.65'
595.00'
7022'5 2"
A 25 4 1,
13
15+64
NO
14
LINE B
NO
15
16+80
NO
1 6
17+30
STA
17
18+10
NO
20
15+40
�_
Q=�STA)10+00010
2
-LINE,-,D
ST
STA12+93.04
14+50
NO
22
13+80
NO
23
MH
NO
24
12+55
C:)
25
11+95
NO
26
11+43
PROPOSE
C:)
10+65
NO
STORM D
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55
S m Do-/ ENGINEERING AND ASSOCIATES
C=
LAND PLANNING AND CIVIL ENGINEERING
AIP: HORIZ. 1 =40
PROFILE SCALE it
VERT. 1 =4;
NO
DIAL TWO WORKING
110,
,1-
723 N. "D" STREET, SUITE 1 SAN BERNARDINO, CALIF. 92401
I X 111,_i4- 1. 5
40
(U
S m Do-/ ENGINEERING AND ASSOCIATES
C=
LAND PLANNING AND CIVIL ENGINEERING
IW4-
NO
DIAL TWO WORKING
110,
,1-
723 N. "D" STREET, SUITE 1 SAN BERNARDINO, CALIF. 92401
13EFEIRE DAYS BEFORE
YOU DIG YOU DIG
C:)
C:)
PHONE (909) 884-7090 FAX (909) 884-0124
1 *
0i
78.09,
TOLL FREE .9. 227-2600
25.84'
595.00
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12.92
NO
188.24'
605.00'
REV.
N
GRAPHIC SCALE
0 20 40 so
( IN FEET )
I inch = 40 ft.
REMSION DESCRIPTION
.Li -NE D
IV
17
SEE SHEET 4
LINE E
71
L
27.0 .27.01
CONSTRUCTION NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
oFESSil DETAIL ON SHEET 1.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO' 112.
Ca
Cm rn CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY
U.2 No. 36361 m OF FONTANA STD. NO. 125'AND INSTALL SEWER CLEAN-OUT BOX PER
CC Exp. 06-30-12 CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN
160 LANDSCAPE AREAS)
CIVI INSTALL 8" VCP PLUG
nr
.qff--]
UK0_j
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE W11THIN TWO YEARS OF THE DATE OF APPROVAL 'VA D JI
SHOWN HEREON AND CARRIED FORTH IN A DIUGENT MANNER,
w
NO, 36361
THE C11TY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP. 6-30-08
CIVIL
1+
BRING THEM INTO CONFORMANCE VWTH. COND11TIONS AND 101
STANDARDS IN EFFECT.
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x
51
5
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113
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347 F,
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4 CC C — 1_ :::�,
CURVE TABLE
SEWER LATERAL LOCATIONS
LOT
LENGTH
RADIUS
DELTA
TANGENT
NO
77.94'
605.001
7"22'52"
39.02'
10+90
155.29'
595-00 3
14057'12"
78.09,
8
25.84'
595.00
2029"18"
12.92
NO
188.24'
605.00'
17-49'36"
94.89
14+10
76.65'
595.00'
7022'5 2"
38.381
SEWER LATERAL LOCATIONS
LOT
DESIGN STATION AS -BUILT STATION
BACKFLOW
4
10+15
NO
5
10+40
NO
6
10+90
NO
7
11+63
NO
8
12+45
NO
9
12+98
NO
10
13+70
NO
11
14+10
NO
12
14+70
NO
13
15+64
NO
14
16+30
NO
15
16+80
NO
1 6
17+30
NO
17
18+10
NO
20
15+40
NO
21
14+50
NO
22
13+80
NO
23
13+33
NO
24
12+55
NO
25
11+95
NO
26
11+43
NO
.27
10+65
NO
�epared Under The Supervision Of
CITY OF -FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
WL
WINMRDINF. DR
FROM ANNAPOLJO WAY TO 14W F OF CHgoApMa WAy
TR�CT"Pom 16839
SCALE:
AS SHOWN
SURESH DODDIAH
R.C.E. 36361 EXP 6-30-08
DATE:
DESIGNED BY:
WL
DATE: -
12-12-04
CHECKED BY:
WL 1��
AP V BY:'
4:� -.?,/ - 4:9 -7
DRAWNG NO.:
3968
/4
dTY.. ENGINEER R.C.E. 51-152- DATE: -