HomeMy WebLinkAbout3493-2UFO
10
5'
7
SCALE: 1 " = 40'
. �..
D=8'05'57'
L=43 11'
R=305.00'-;
12+89.29 CL INT. "D" ST T=21.5x' <<
10+00.00 JEPSON CT"
2 12+83.09 CL M.H. 14 "
10+00.00 JEPSON CT
PARK -'-
11
'WIS LN
LN
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v ....
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414'
LAI
6 5 4 3 2
o 1 3 .. 0 73
BF o BF
4 4 4 4 4 I '
k/ £ 4
3 5 5 'K t
MOUNT LEWIS LANE - - -
CONSTRUCTION NOTES:
1�- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=60").
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG NO. 125.
5� INSTALL BACKFLOW DEVICE.
6a- REMOVE PLUG, JOIN AT EXISTING SEWER.
0IQU 0
O
e
V~
Dh4L 7W WOWING
BEFORE DAAYs BErFORE
YOU DIG YOU &G
Too mr 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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PROP 2 �,
- 05.00
71
72 ! L
U �V
70� 4
°
4,
Z ` 10+62.00 JOIN 6
N EXIST. SEWER pVC-SLEEVES
DWG.BREWER LA NE
:
= r_T NO. 3399 SHT 2 OF 9
4
co
is a 3 "
EXIST
DWG NO. 3401 SHT 5 OF 10
._ .....�......:... ........
0+00.00 CL INT:, SUNDAY PEAK WAY11
,,,,... ,10+00.00 CL EXIST.
193+47.60 CL LYTLE CREEK RD = 99+76.66 LYTLE C
L YTL E CREEK ROAD SEE DWG. NO. 3400
REV REWgav DESMP770V DATE ENG?. an' I DAZE 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
REG'DWG. D UIQ filo rn EFFECT.
• •
65
U.1-
101
67
j „ 10+97.91 RP
11+20.00 CL M.H. "4
�;
SCALE IN FEET
40 80 120
160
BENCH MARK.• 18-17 BASIS OF BEARINGS
CALTRANS-PENCHMARK 8-17. A THE BASIS OF SE;4NNGS FOR THIS AMP
Ass IN THE conom BASE OF IS THE CL OF LYRE REEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS NOO'1235 ON REeORD
343
SW SEYAIIN HRD,26t M1 WEST
R S Bu� AMP 99-10 � IN
OF STEW AVE
ELEVAIJON. 1 142&609
TR. NO. 16427-1
LOT NO.
DEBM
ASS-BULT BACKFLOW
65
10+51
NO
66
11+06
NO
67
11+09
NO
68
11+14
NO
69
11+11
NO
70
11+01
NO
71
10+48
NO
72
11+51
NO
73
10+56
NO
1
10+62
NO
2
11+65
YES
3
11+85
YES
4
12+89
NO
5
13+09
NO
6
14+04
NO
7
14+20
NO
8
14+26
NO
9
14+23
NO
10
14+17
NO
11
14+01
NO
12
13+06
NO
13
12+86
NO
14
11+82
YES
15
11+62
YES
16
10+58
NO
17
10+38
YES
18
10+67
NO
Z
CL
W
yROEESSIp'�
RECORD DRAWING
""'IGS aS HAVE @E'EN )r--4RED. Ir.. i
cs
LA-0mi r ATlO`' t"r E. 1, Alf.
R NO 3 637 x0 ?`. THE ENGINEER I^i!t_!. NOT BE
(�
'� ,,� ANY ERRORS OR OMISSIOt,S t4'HIr !J -
BE -N INCC'-7: