HomeMy WebLinkAbout3862-3L0
QNN
2
W.
�, Q
0
v� 4 4 C
o�
N 66 67 68
SCALE IN FEET
-7,
0 40 80 120 160
SCA LE. " = 40'
JANELL LANE
4 4
rn
69 70
__642-.6",.-s�3o 4 i"IN
Q) `
N 00'03'57" W 1 309.98'
PROP. ' 8»
o IWA TER
�� --
- - - - - - - --I - - I--- -- _ -----
1-7
50 3 493 3 :47 46. 3 U 45
I 4 48 4 :-4 4
,-640.61%
641.5 64122.
RECORD DRAWING
/�� QROEESS/p 9�\
W N0. 58020 m
4� �!
Cl V JV
VF L`+F_
PAU . HUDDLESTON RCE DA E
HUNSAKER & ASSOCIATESI R V I N E, I N C.
`.�.1 PLANNING - ENGINEERING - SURVEYING
2900 ADAMS ST STE. A-15, RIVERSIDE, CA. 92504
DIG.1W, LE._� T
TOLL FREE -qmmmmw"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I®
71
3
c 6450
72 3
6460 2
-N-00"0J
3 03 57� W -
.- 7.-00---
i. D=8'03'41 " R=993.00
L=1 .71 ' T=6
L J
1 I i
rn
co
d-
�' v
�m
44. U 3 43
4
<-64400 ( 6450
GALASSO
REV.
REVISION DESCRIPTION
i\ I REcaep 4."W/A/45
42
�J-
A VENUE
M
DA TE ENGR. CITY DA TE
=m
41
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN 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.
TRACT 16869
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
40
14+78
y f -?to , Z,o
NO
41
14+20
/Yf. %9• /%
NO
42
13+96
/3 f- 9G• Lfa
NO
43
13+ 18
/ 3 79-/0. ;.3
YES
44
12+98
/Zyl- 9S. 33
NO
45
12+18
lZ*v*Zq, 37
NO
46
11+98
90• SI
YES
47
11+18
//f�Z�f, 3%
YES
48
10+98
110f-98, 33
YES
49
10+22
/07f -Z/. /
YES
50
10+07
/D f 04, 7/
YES
66
10+50
/0 "A-60. 03
YES
67
10+70
1/VI-Iy 37
YES
68
11+64
1/f-evy 37
YES
69
11+84
�/ f-Jj. 3%
YES
70
12+57
/Z f -SZ• 9$
NO
71
13+80
e'le-78 , 9 3
NO
72
14+17
/S/�4/T
NO
73
14+81
/elvxa/.
NO.
BENCH MARK. • # 8-17
BASIS OF BEARINGS.•
A BRASS CAP IN THE CONCRETE BASE
THE BRG. N089'59'31 "E
OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 M/ WEST
AS SHOWN ON 7R NO.
16427-1, M.B. 29617-11.
OF SIERRA AVE:
ELEVA 710N: 1428.609
Prepared Under The Supervision Of
QRS/oiV
PREPARED /N THE OFF/CE OF
MADOLE AND A SSOC/A TES, INC.
w
� No. 36637 c
m
760-A ROCHESTER A VENUE
ONTARIO, CA 91761
Exp: os -3o -os
E�,
PHONE (909) 937-9151
9TF C 1 V o-
�����
OF CAU\F
Date
re"366.317
R EXP. 6430-6
WENDELL L. IWA TSURU
CONSTRUCT/ON NOTES
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=48"
O INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
4O INSTALL BACKWATER VALVE DEVICE
;Rl
C/ T Y OF FON TA NA, CAL /FO RN/A
SEWER IMPROVEMENT PLANS
DRAWNCBK GALA SSO A VENUE SCALE: s sHowN
FROM 315'1 S. OF JANELL LANE
DESIGNED BY TO 177'1 N. OF JANELL LANE DA 7E.•
CFB 17'R44P T NO. 16869 OCT 2005
CHECKED BK APP VED BY/ DRAWING NO. 3
fla SCL J, M,2, 012-ap
C17, ENGIN ER XR. C. E. 51152 1
DATE 3862 5
J:\126-2001 \sewer\sew03.dwa. 11 /2/200510:29:52 AM. MVA