HomeMy WebLinkAbout3875-567+00
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LOYOLA COURT
STA 67+40.00 TO STA 71+42.30
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14
67+44.90
PER FLAIJ
NO
13'43'54"
1115 50
rO 7 + 94.40
YES
16
68+41.63
PER PI,A4
YES
17
68+89.34
It
YES
18
69+37.87
it
YES
19
70+03.31
"
YES
20
70+53.31
''
NO
21
71+03.31
"
NO
22
71+32.30
NO
23
71+35.30
NO
24
71+08.22
"
NO
25
70+58.22
n
NO
65
69+04.54
YES
66
68+51.01
YES
67 1
67+84.58
PER F(.Aqi
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67+00
PqD_
68+00
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III
LOYOLA COURT
STA 67+40.00 TO STA 71+42.30
�24
PAD_
97•2rvic-- -zn" D%0 cn
0
vfsJoN NO. Ae'/:'
.
k
'Q r
Lot No.
DESIGN
"AS BUILT"
BACKFLOW
14
67+44.90
PER FLAIJ
NO
13'43'54"
1115 50
rO 7 + 94.40
YES
16
68+41.63
PER PI,A4
YES
17
68+89.34
It
YES
18
69+37.87
it
YES
19
70+03.31
"
YES
20
70+53.31
''
NO
21
71+03.31
"
NO
22
71+32.30
NO
23
71+35.30
NO
24
71+08.22
"
NO
25
70+58.22
n
NO
65
69+04.54
YES
66
68+51.01
YES
67 1
67+84.58
PER F(.Aqi
NO
- RECOHD DRAWING
V "v_ -rwvRw' m
LWENDZA PART, ON THE BASIS OF INF'`"- NATION COMPILED AND
V1A17
10L� A•N:> Aaso C vv -rt S, l� • FURNOW BY OTHERS. THE ENGINEER WILL NOT BE
9 56 2 F I TTS EkA R(o N' Aw. z au 17'!F- 2w FOR ANY ERRORS OR OMISSIONS WHICH
R-ANC,,40 CU.CAM0t46a, Col. 0117 3aa PKMRPORATED INTO THE DOCUMENTS AS
E$Ul
A Rt'TiIEREOF.
R/W
CLEANOUT I
1
1.0' MIN
CLEARANCE
S=0.02
(MIN.)
1.0' MIN
CLEARANCE
FS
11.00'
4" SEWER
LATERAL
tY
w
(n z
00 m
TYP. SEWER LATERAL
CROSSING OVER STORM DRAIN ��
Y�
NTS
SANITARY SEWER CONSTRUCTION NOTES,
1O INSTALL STANDARD ECCENTRIC MANHOLE PER
CIN OF FONTANA STANDARD DETAIL 112.
O2 INSTALL 8" EXTRA STRENGTH (TYP.) VITRIFIED CLAY PIPE PER CITY OF
FONTANA STANDARDS AND SPECIFICATIONS
SEE BEDDING DETAILS
O4 CONSTRUCT 47 SEWER LATERAL AND HOUSE CLEANOUT
PER CIN OF FONTANA STD. N0. 125 AND INSTALL SEWER CLEAN-OUT
BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR
1256 (IN LANDSCAPE AREAS), DETAIL ON SHEET 5.
* LOTS REQUIRING BACKFLOW PREVENTERS
INSTALLED IN PRIVATE SEWER LINES
N o.
CURVE TABLE
CURVE
DELTA
1
RADIUS
TANGENTI
LENGTH
5
13'43'54"
580.00
69.841
139.00
N o. I
LINE TABLE
LINE
LENGTH
BEARING
7
604.66
S10'28'20"E
8
1 212.711
S24'12'14"E
GRAPHIC SCALE
0 20 40 80 160
( INS)
1 inch = 40 ft.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
BENCHMARK Q QROSSIONq VAN DELL AND ASSOCIATES, INC.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL em
� p R. co��Fy CIVIL ENGINEERS LOYOLA COURT STA 67+40.00 TO STA 71+42.30
c, SURVEYORS LAND PLANNERS
SHOWN HEREON AND CARRIED FORT- IN A DILIGENT MANNER, a° ? DRAWN BY: TWH SOUTHRIQGE VILLAGE SCALE:
SAN BERNARDINO COUNTY � No. 024725 � 17801 CARTWRIGHT ROAD - T 14245 As SHOWN
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: DATE:
B.M. OF 627, NAVD 88 BEFORE DAYS BEFORE s� LWA)m lglpN OF; / AWE AN
DJH 06-06-2005
ELEVATION: 1011.70 FEET
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q� CIVIL CHECKED BY: AP VIED B ' DRAWING NO.: 5
TOLL FREE 1 -800-227-2600 OF GPy�do
J z 6J_ DRG Z 3875
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / RE7coxD JokeAW11~16 L ���jl/ll STANDARDS IN EFFECT. DONALD R. CORDON R.C.E. 24725 DATE •�•/ l RICARDO SANDOVAL-CITY ENGR. R.C.E. 5 52 DATE 5
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