HomeMy WebLinkAbout2838-6Emit' ►L3� �
STA. 46+61.48
Tr_`T kin Q
z
U
F-�
Q
50
�m
===
51
L=1296.121 L.F.
52 53
54
SEWER LATERALS — NORTH2Q SEWER LATERALS — SOUTH z� UUKVt-ZLINt I AtlLt R/W
APN
DESIGN STA.
AS—BUILT STA.
LAT. EXT.
0237-011-11
50+17f
50+95.12
LAT.
0237-011-20
51+92±
51+91.49
LAT.
0237-011-09
54+01.12
54+79.78
EXT.
0237-011-08
57+04f
57+39.86
LAT.
0237-011-15
58+34f
58+43.79
LAT.
0237-011-14
58+99f
59+65.00
LAT.
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS
A RESULT THEREOF.
Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
Y CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
APN
DESIGN STA.
AS—BUILT STA.
LAT. EXT.
0237-061-02
SEE SHT. 5
49+67.52
-
0237-061-03
50+00.00
52+06.16
LAT.
0237-061-18
54+08f
54+51.09
LAT.
0237-061-19
54+63f
54+63.00
LAT.
0237-061-20
55+18f
55+82.97
LAT.
0237-061-05
56+03f
56+41.96
LAT.
0237-061-06
56+68f
1 57+39.12
LAT.
0237-061-07
57+831
1 57+93.07
LAT.
M "RECORD DRAWING"
REV. REVISION DESCRIPTION
MENEENEEN
01 /021 SCN
DATE JENGR.
��.FREF �
No. 16434
* Exp. 6/30/05
llirii
�gTFOFCAI-/
0
DELTA/BEARING RADIUS
LENGTH TANGENT
1
N
89045'20"
E -
100.00' -
2
N
89'45'20"
E -
301.12' -
3
N
89'45'20"
E -
301.13' -
4
N
89'45'20"
E -
298.75' -
5
N
00'14' 40"
W -
73.00' -
6
N
00'14'40"
W -
27.00' -
G211 SUITE 100 nON CENTER WAY
Ll)lcin
ONTARIO, CA 91764
(909) 937-0200
;�L �--� (-II-OL
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
STD. DETAIL 125► OR 125B
CITY BENCHMAR WO-.-289--
[ELEVATION = 1031.22
R SPIKE IN POLE N0. 61319 NE COR.
K AVE. F SANTA ANA AVENUE AND
ATAWBA AVENUE
SURVEY CONTROL DATA
TGT NO. NORTHING FASTING BEARING DISTANCE
8 10011.29 12661.46 N89 -45'16"E 1341.87
4 10017.04 14003.32
CONSTRUCTION NOTES;
O CONSTRUCT 15" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
GICONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B,
AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK
CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
@CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR
13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA
STD. DETAIL 101
14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE
8
I
12" MIN.
FUTURE
EXIST. 12" SEWER
SEXIST. MANHOLE
52
VARIES 50'-52'
r%/
W
F� LOWSLOW
/V
SLOVER AVENUE
I
SLOVER AVENUE SEWER IMPROVEMENTS
CHERRY AVE. EMLOCK AVE.
STA. 50-I- O �0+01 i
' ' SHOWN
a_
;40') EX. CURB FACE
(36') EX. CURB FACE
AP 0 BY: DATE:
a '�`
DRAWING NO.:
2838
6
8
CITY ENGINEER R.C.E. No. 51152
v
(13'f)
(13't)
>,
24.
EDGE OF PVMT.
i EDGE OF PVMT.
m
PROPOSED
SEWER
STD. D TAIL 125A OR 125B
,�
EXIST. 12 STUB
0
TO BE REMOVED o
0
(4'(�o'c)
(T) (T
`�(io'c) -law
5
CONSTRUCT TEMP EXIST. 12" SEWER
BRICK &MORTAR PLUG
a_
o0
7 ( DETAIL "A"
NOTES. SCALE: 1 = 5
1 1. REMOVE 12" SEWER STUB AND REPLACE WITH
15" SEWER (12" MINIMUM LENGTH), RECHANNEL
MANHOLE BASE AS NEEDED.
TYPICAL CROSS SECTION 2. MAINTAIN FLOW SOUTH. �
3. FIELD VERIFY EXISTING INVERT ELEVATIONS -p
SCALE: 1" = 10'» > m
PLAN / PROFILE
SLOVER AVENUE SEWER IMPROVEMENTS
CHERRY AVE, TO HEMLOCK AVE.
50+OOmOO
PRIOR TO BEGINNING CONSTRUCTION. SCALE: 1 = 40
d
co
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIAco
o
CD
SLOVER AVENUE
DRAWN BY: MS
SLOVER AVENUE SEWER IMPROVEMENTS
CHERRY AVE. EMLOCK AVE.
STA. 50-I- O �0+01 i
' ' SHOWN
DESIGNED BY
C
DATE:
JUNE 2000
MEMO BY
MPT
AP 0 BY: DATE:
a '�`
DRAWING NO.:
2838
6
8
CITY ENGINEER R.C.E. No. 51152
LDK JOB #: 124-06
1113-5