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1 EXTRA TEN V. .P
PROFILECALF
VERT: 1" 4,
STA. 33+63.66 40 41 42 43 44 45 46 47 STA. 46+61.48 4$ 49 STA. 60+03.36 rJ0 CIN BENCHMARK N0. 289
STA. 45+71.59 TGT. N0. 8 TGT. N0. 4
TGT. N0. 10 TGT. N0. 7 FD RR SPIKE, DN 0.1' FD. 1" 1P W/CO. TAG, FLUSH ELEVATION = 1031.22
FD. 1" 1P, NO TAG, DN. 0.1' FD. 1" 1P, W/ CO. TAG 41VE OAK AVE.E. E EV.=1027.58 ELEV.=1029.77 RR SPIKE IN POLE NO. 61319 NE COR.
ELEV.= 1012.84 � � ' DN. 0.1' M OF SANTA ANA AVENUE AND
fi�1' I To 1 CATAWBA AVENUE
V
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LAT. EXT.
0
�`
42+02.28
0
+
EX. C&G `O
0
Q .. A'
0236-062-02
43+74f
44+64.51
LAT.
0236-062-05
SEE SHT. 4
V)
LAT.
W
Z
J
= 0236-131-19
U
Q
SEWER LATERALS -NORTH /z�
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-062-23
41+49±
42+02.28
LAT.
0236-062-03
42+89±
43+03.82
LAT.
0236-062-02
43+74f
44+64.51
LAT.
0236-062-05
SEE SHT. 4
40+01.50
LAT.
0237-011-12
47+30.00
48+95.73
-
0236-062-23
1 41+49±
1 42+65.06
1 LAT.
SEWER LATERALS -SOUTH A2
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-131-19
39+71.79
39+69.53
EXT.
0236-131-22
47+78.77
42+84.88
EXT.
0236-131-01
43+64f
43+59.60
LAT.
0236-131-02
44+34f
44+42.09
LAT.
0236-131-03
44+82f
44+82.00
LAT.
0237-061-01
47+30.00
47+30.47
EXT.
0237-061-02
49+59f
49+67.52
LAT.
0
DELTA/BEARING RADIUS
LENGTH TANGENT
1
N
89'45'52"
E -
278.77' -
2
N
89`45'52"
E -
321.23' -
3
N
89`44'23"
E -
130.00' -
4
N
89'45'20"
E -
270.00' -
5
N
00'14' 08"
W -
75.00' -
6
05'08'26"
835.94'
75.00' 37.53'
7
N
00'14' 40"
W -
73.00' -
8
N
0014'40"
W -
27.00' -
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENTFESS� L.D. KING, INC.
CODE REQUIRES A DIG ALERT IDENTIFICATION �,FRfF!Lr) 2151 CONVENTION CENTER WAY
a� r �• SUITE 100
NUMBER BE ISSUED BEFORE A PERMIT TO ONTARIO, CA 91764
EXCAVATE WILL BE VALID No. 16434 (909) 937-0200
Exp. 6/30/05
FOR YOUR DIG ALERT I.D. NUMBER CALL * p
UNDERGROUND SERVICE ALERT CIV 1q
TOLL FREE 1-800-227-2600 "RECORD DRAWING" Srvo' 01/02 SCN I OFCAi- CARL J. FREEMAN, R.C.E. No. 16434 DATE
TWO WORKING DAYS BEFORE YOU DIGREV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05
2 TYPICAL CROSS SECTION
SCALE: 1" = 10'
PLAN / PROFILE
SLOVER AVENUE SEWER IMPROVEMENTS
CHERRY AVE. TO HEMLOCK AVE.
STAm 40+00.00 • 50+OOmOO
71 CITY `oF Fo N
SURVEY
CONTROL DATA
CONSTRUCTION NOTES. -
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
10
10005.92
11363.65
N89'45'53"E
1207.93
7
10010.88
12571.57
N89'44'19"E
89.89
8
10011.29
12.661.46
N89'45'16"E
1341.
4 10017.04 14003.3287
71 CITY `oF Fo N
o
CONSTRUCTION NOTES. -
-_ - - ,� HP ) O
r'°y,
``, O
@CONSTRUCT 15" EXTRA STRENGTH V.C.P. SEWER
- -_ TELE--- ___--_-- _��`) .. -..; ___ _
' 0
+
3
CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
Ln
0
DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
JS STOP
(TEL)
L
4 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
m _
5
-
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1258
10
,�
CONSTRUCT fi EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B,
W
Z
AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
J
@CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATE
-01 0237-061-02
=
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
Q
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATE
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK
CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
BORE AND JACK 36" INSIDE DIAMETER STEEL CONDUCTOR
CASING (9/16" MINIMUM WALL THICKNESS)
R w
@CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
VARIES 50'-52'
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR
. CURB FACE
11
REMOVE ASPHALT CONCRETE AND REPLACE WITH 4 1/2 It
m
ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER
-�
STD. D TAIL 125A OR 125B
CITY OF FONTANA STD. DETAIL 131
13
CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA
0
0
STD. DETAIL 101
0
5
0 O(T)
14
CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE
4
T--
15 CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
0
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR,
TO BE REMOVED AFTER CONSTRUCTION BY CONTRACTOR
1'
@CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY
0
I
SCALE:
1 "
= 40'
m
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE
SLOVER AVENUE
REQUIRED IMPROVEMENTS NOT
QO
0
COMMENCE WITHIN TWO YEARS OF THE
DRAWN BY:
SLOVER AVENE SE R IMPROVEMENTS
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENTAS
MS
CHERRY AVE. ,-HEMLOCK AVE.
SHORN
co
DESIGNED BY:
DATE.
MANNER, THE CITY ENGINEER MAY
t
REQUIRE REVISIONS TO THE PLANS TO
CCP
A. 49+o'- /,(0750+00.00
JUNE 2000
-
BRING THEM INTO CONFORMANCE WITH
aiEacED BY:
AP BY: DAIS:
DRAWING NO.:
5
CONDITIONS AND STANDARDS IN EFFECT.
PT
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2838
CITY ENGINEER R.C.E. No I51 5
8
LDK JOB #: 124-06
1113-S