HomeMy WebLinkAbout2995-4v
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10 11
JULIAN LANE
SEE SHEET 3
50'
25' 25'
2 �-, g'_)
12
60 61 62 '' 63
0� !I I O
41 o z ,3 I� i
0 z
o = I I 3' 10+00.00 DARLENE LANE= 4M
+ ! I �j 15+1 1.53 JU IAN LANE (�,P) +
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40 i 9 b9,40 L I LO 204.40 i� N
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39
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17 16 15
20' 20'
5
26' 26'
2'
13
65
5' P.U.E.
204.40
(nP) l � 1
JULIAN LANE DARLE1,%iE LArl.E
SEE SHEET 3
SEWER LATERAII-S DARLENE LADE
LOT NO.
DESIGN STA.
"AS–BUILT" STA.
LOT NO.
DESIGN STA.
"AS–BUILT" STA.
9
14+04
14-4-04-
17
10+56
10 t Sto
10
14+01
14+ OZ
60
10+53
lot s 4
11
13+47
134-41
61
11+23
1 1 4 7_3
12
1 13+27
13 + L'1
62
11+43
11 + 4.4.
-,L -r
12+47
IL + Vl
63
12+23
12-+7,3
14
12+27
4 14
64
12+43
I2 +• 0
15
11+47
1 1 +44
65
13+23
13 +• Z3
16
11+27
66 1
13+61
13 + rot
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Yct, CMI: TOLL FME APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_ REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
227-2600 IN EFFECT.
TWO WORKING `DAYS BEFORE YOU DIG
PLANS PREPARED FOR I No.
YOUNG HOMES
10370 Trademark Street
Rancho Cucamonga,
Co. 91730
(909) 477-6715
12
jjrA!
j TAILWIND LANE
SEE SHEET 5
i
54
27' 27'
15
T00r_ 20' 20'
C
it
66'
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7I
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15
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III
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
CONSTRUCTION NOTES
2� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
(SEE GENERAL NOTE NO. 30)
4 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
f
5 INSTALL BACKWATER CHECK VALVE
r
REVISIONS Engineer City BENCHMARK,
AEProval Date: Approval Date:
B.M. #361, SPIKE IN NORTH FACE OF P.P.
4— #1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
I
RiAw t N t�
ELEVATION: 1365.01
ONS TRucT.--_252. 0... F_,6F, 8., V ._..w:__ . - ::..: w ._ . _._y + - 33 PROFILE
_.
E _.�....:_ __ E G HE ERS i , ..:
HORIZ: 1»—
40
4
_..
10 11 12 13
W
II
159
18' 18' 5
25' 25'
50'
JULIAN LANE
48 49 50
3 (TTP) 5' P. U.
'moi
i
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w w w—
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-
1�8�9-' 4 �,
,n 00 - -� 256.80'
5' �..
P.U.E.
(TYP) 3
58 57 56
SEE SHEET 3 MEGAN"COURT
SEWER LATERALS MEGAN COURT
LOT NO.
II
"AS–BUILT" STA.
LOT NO.
�w
"AS–BUILT" STA.
47
�z
10 f_ 49
54
og
M+ 4.q
48
10+68
10 + r4q
55
z z
\
49
aa_
l S11
T
w�
I'L+ Ll
50
1 12+04
), 0S
57
11+42
It + 4Z
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o�
47
46 oz0:2
o0(0
o�
114 Ll
52
12+45
► L + S
59
10+55
10 4-.S to
_j
or
ILt o
C)---_,
W
II
159
18' 18' 5
25' 25'
50'
JULIAN LANE
48 49 50
3 (TTP) 5' P. U.
'moi
i
v�
w w w—
�O N 00Ln
-
1�8�9-' 4 �,
,n 00 - -� 256.80'
5' �..
P.U.E.
(TYP) 3
58 57 56
SEE SHEET 3 MEGAN"COURT
SEWER LATERALS MEGAN COURT
LOT NO.
DESIGN STA.
"AS–BUILT" STA.
LOT NO.
DESIGN STA.
"AS–BUILT" STA.
47
10+49
10 f_ 49
54
12+49
M+ 4.q
48
10+68
10 + r4q
55
12+47
114- 4g
49
11+51
l S11
56
12+27
I'L+ Ll
50
1 12+04
), 0S
57
11+42
It + 4Z
51
12+40
t z+ 4fa
58
11+22
114 Ll
52
12+45
► L + S
59
10+55
10 4-.S to
53
12+51
ILt o
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
909) 5815 Fax (909) 356-1795
4--14-oz
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
OO
00z
51 (_
N 52
55
4
1 E
e `FSSI N
�<1
53 CIO
Lu No.43976 m
m
Exp. 6-30-09
�®F CAME
AtR, "ZD DOCUMENT
These Rt, Ocumetlts have bemppm based
on information provided by ot= lbft, Design
Professional has not verified t�3nc=ny L d/or
completeness of t.'>G3: itt!'^::� t»�! emil rtot !�
responsible for any , Of ' which may
rump herein 23 a =A
DATE
GRAPHIC SCALE
0
( IN FEET )
1 inch = 40 ft.
Filename: M:\DWG\15902\SEWER\SWR-4.DWG
CITY OF FONTANA, CALIFORNIA
41? SS",I<
SEWER IMPROVEMENT PLANS
61
Drawn By:
TRACT NO 16158-2
Sale:
"=
UjNo. 43976 r5 ;ami
Uj
WF/CGR
DARLENE SAN
1 40'
Designed B
Date:
April, 2002
Exp.6/30/0
* *
<AN"EGA
9T CIVIL
DA
Checked
DEP47
Approved: p
Dwg SNo.
4
5
FOF CgLIF�
ITY ENGINEER R.C.E. 51152
Filename: M:\DWG\15902\SEWER\SWR-4.DWG