HomeMy WebLinkAbout2838-40236-052-12
0
DESIGN STA.
T
LAT. EXT.
0236-052-12
30+43f
30+67.74
7
Q
31+47±
31+42.25
X --
0236-062-11
p
34+30.56
9g
07
o
• p
9
W
�
z
LAT.
Z
r,
Lj
I
LAT.
1
N
0
LAT.
=
31+47±
Qz
LAT.
0236-062-19
N
37+49.50
LAT.
0
�
3
3
.A4 7
SEWER LATERALS -NORTH D
I�\6 UI- SAN I A ANA AVLNUL ANU
CATAWBA AVENUE
00\ ���"
. k) _ _ . ►
0236-121-01
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-052-12
30+43f
30+67.74
LAT.
0236-052-46
31+47±
31+42.25
LAT.
0236-062-11
34+14f
34+30.56
LAT.
0236-062-16
37+74f
36+20.04
LAT.
0236-062-19
36+79f
36+80.77
LAT.
0236-062-07
38+04f
37+74.17
LAT.
0236-062-05
39+84f
40+01.50
LAT.
0236-052-46
31+47±
32+67.36
LAT.
0236-062-19
1 36+79f
37+49.50
LAT.
- (TEL)
04
� x
`D o
00 z
Ln
+ w
no o
•z
N �<
3
SEWER LATERALS -SOUTH O
It
0 a 4 "mr,
APN
DESIGN STA.
AS -BUILT STA.
LAT. EXT.
0236-121-01
30+19.75
30+27.68
EXT.
0236-131-23
34+35f
34+27.01
LAT.
0236-131-16
35+83f
36+23.73
LAT.
0236-131-13
37+03f
37+42.95
LAT.
0236-131-14
38+03±
38+47.13
LAT.
0236-131-19
39+71.79
39+69.53
EXT.
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ore r 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 "RECORD DRAWING" 01 /02 SCN
TOLL FREE 1-800-227-2600 1 REALIGNED & ADDED MANHOLES 0 34+00 & 36+00 01/30/01 SCN ' �S
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CI DATE
0236-062-16
0236-062-11
CW) (4 Cw-� A CE
V
� r
s Z.r �,w� �'�tt17►�7
_....,..__._,.� .,.......moi Mlt► � o
TEL
:J
0236-131-23
tt�Z51Z
SURVEY
CONTROL DATA
W
Ld
TGT NO.
LLJ_
Ln
BEARING
DISTANCE
r�
10000.00
10000.00
�w�
1363.66
z
10005.92
11363.65
N89'45'53"E
1207.93
3
0236-062-19
W
rI M pp
LO 5
o0
•O
z
co
+w
-131-16toi
'z
Enm
3
AVENUE
K.
/W VARIES 30'-52'
--STD. DETAIL 125A CIR 125B
0236-131-13
0236-062-07
14
�- 13 W
wm
.4' .
036-062-
fw
G
... -LO -
SURVEY
CONTROL DATA
W
Ld
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
13
10000.00
10000.00
N89'45'05"E
1363.66
10
10005.92
11363.65
N89'45'53"E
1207.93
7 10010.88 12571.57
... -LO -
__
W
Ld
4 39+0
G
5 40
U)
W
UJI
CONSTRUCTION NOTES:
j,
(10 � HP) $
0
(1 � HP
o
Q
�
•
�1
CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
V)
� o
II
Q2
CONSTRUCT 15 EXTRA STRENGTH V.C.P. SEWER
r4„W t�
__
W
Ld
4 39+0
5 40
U)
CONSTRUCTION NOTES:
j,
(10 � HP) $
0
(1 � HP
o
Q
�
•
�1
CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
[L TC
II
Q2
CONSTRUCT 15 EXTRA STRENGTH V.C.P. SEWER
0
+'
3
CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
.A4 7
DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
--
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
13
CITY OF FONTANA STD. DETAIL N0. 125, AND 125A OR 125B
n
14
co
'o
V)
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
�
Z
��
W
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B,
<q �
G
-1
AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
0236-131-14 0236-131-19
z
Z
O
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER
F-
TIGHT PLASTIC PLUG WITH TIGHTENING BANDS AND 1 SACK
<
CEMENT SLURRY BACKFILL PER GENERAL NOTE 4
3
10
CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT
OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR
OREMOVE
ASPHALT CONCRETE AND REPLACE WITH 4 1/2"
ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER
RXW- CITY OF FONTANA STD. DETAIL 1131 VARIES 50 -52 �
(36") EX. CURB FACE (36') EX. CURB FACE 12 INSTALL 15 SEWER PLUG
a
VARIES 13't VARIES 13't 13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA m
24.' EDGE OF PVMT. EDGE OF PVMT. STD. DETAIL 101
PROPOSED SEWER STD. D TAIL 125A OR 1258 14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE -�'
16 CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY n
(4rW) 0 (0 0` 5 0tro( CO
-� {10 G) (10 G) (i2 TV) r
1'
1
ORO 7
lllillllll�� I
MiQkli lil'''1117ps: Vw mW
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
r
O
0
N 85'21'11 E 65.01' � - � I AARESULTNTHEREOF RATED INTO mist uocuMtnis ,a5 I ■
TYPICAL CROSS SECTION m
SCALE: t• _ 10' SCALE: 1" = 40'
SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
L.D. KING, INC.o
�pFESs/ REQUIRED IMPROVEMENTS NOT �
AlyLr)ocin 2151 CONVEN110N CENTER WAY PLAN /PROFILE SLOVER AVENUE c�
SUITE 100 COMMENCE WITHIN TWO YEARS OF THE
ONTARIO, CA 91764 SLOVER AVENUE SEWER IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON �� BY° �s SLOVER AVENUES R IMPROVEMENTS �� SHOWN o
No. 16434 � (909) 937-0200 AND CARRIED FORTH IN A DILIGENT
* Exp. 6/30/05 * CHERRY AVE. TO HEMLOCK AVE. MANNER, THE CITY ENGINEER MAY o�am ar: CHERRY AVE. 0, MLOCK AVE pA�; N
� CN��- �-i1-oL REQUIRE REVISIONS TO THE PLANS TO ��� TA. O+O T"0+00.00 JUNE 2000
gTFOF CARL J. FR MAN, R.C.E. No. 16434 DATE STAm 30+00.00 TO 40+OOmOO BRING THEM INTO CONFORMANCE WITH CHEq(m BY: \kD BY: DALE: DRAWING NO.: 4 �
EXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. SCN05A2f-
9CAM 2838 g w
RY ENGINEER R.C.E. No. 51f'59
LDK JOB #: 124-06
1113-S