HomeMy WebLinkAbout3018-3135
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INSTALL 201.03 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 153.95 L.F.
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8 EXTRA STRENGTH V.C.P.
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10.05 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 213.05-L.F. 8" EXTRA STRENGTH V.C.P.
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OFI LE SCALES -
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47.45 L.F. OF PRO _. . -: _ .::_- _ ___ :_ .._ _ ...__ . _.. - .
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8 yTRA
STRENYTH VERT. 1-44V.CPER TRAC 15964-1 14 00
14+ 00 10+00 11+00 12+00 13+00 +
U (Z- M. H. NO. 10
5' W'LY OF
PST. STATIONS
(Z- M. H. NO. 5INT. 11+65.84 JUNEAU LANE
OLYMPIA 5' S'LY OF � STA. 16+10.03= B O I E = STA. 10+00.00 LANSING WAY
AV E N U E1 12+00.00, ST. sTA. AVENUE
M. H. N0. 4 SEE SHEET 4 3
SEE SHEET 4 3 5' S'LY OF � 3 3 3 3 2'
II 81 I
18' o rn 0000 Z I I I 5 I I 18'
I +
I I + `o �� :m__ I 5 I Q
L-2.00' 5' m I II I I- ST. STATIONS L=13.45' N
L=23.8 ' I 8 4 N 8 5 8 6 N N 8 7 8 8 N N 89 INT. 14+10.03 MEMPHIS DRIVE 2 L=12.37' 5' I 61 62
/ 5 I I II =STA. 12+59.00 ORLANDO DRIVE
/ PROPOSED / aI g I BW
39 w
/ iiJ 8" WATER � J g 3I STA. 9+95.00 JUNEAU LANE Q / rn += FH
C4 a R/W =STA. 12+45.00 BOISE AVENUE 8 0 1,,:/ 00l �` 37.00' 50.00'
Lo
ofd - 38.08' - 59_50' - - - - - 59.50'- - - 59_50' - - - - 59 50' 38.96' C�/ I I 1 M. H. N0. 9I -
r I FH \ 5' W'LY OF 2.
z �-
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o �� 77"' _ 11+00 2 N 9.59'5 "E 12 00 `�' ;1�.03'13+00 2 14 00 J r �� J �o� _CD
1+00
38 � �� - ����%J J 79 o W �
2 0"
1\�Z6"\ - I w ST. STATIONS
c\ _---- ----- ----- ___-- _ INT. 10+00.00 JUNEAU LANE '
39.09' 50.00' 50.00' 50.00' 50.00' 37.07' �a PROPOSED 8" SEWER 600� 2582 _ 38.00
�'4'�\ " ` I rI PER TRACT 15964-1 STA. 12+50.00 BOISE AVENUE z, 9' o W
3j , %� R/W 2`4'- b DWG. NO. 3022 ~' L=37.50' Lo
001, C>
J _unI 2
S J TSTA. 14+05.03 MEMPHIS DRIVE BW 7 7 6 75
3 7 X'` 2 9 ,� II I^ I I =STA. 12+54.00 ORLANDO DRIVE 1 x°'°' 7 7 0O
3 6 5 M 34 33 � PI) 31 + 30 68' 3 q M. H. NO.6 BW
�`Q rr +_ +_ ' ' `n v 34' 3 ' 5' S'LY OF
rn 0 Q ¢ ¢ Q 12' 22' 22' 12' o N
3 L n N (n `n 3
N N 3 3 3 3 3 3 ORLANDO CONSTRUCTION NOTES V
3 3
ST. STATIONS STA. 14+54.08 DRIVE 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112
- 3 r ,.- - . -- -^ .1 - 'n"„ REMOVE PLUG & 2o-- INSTALL 8" EXTRA STRENGTH V.C.P.SEWER MAIN
(�o
MEMPHIS
Underground Service Alert
OEFORE yaG
ac Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER / DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
CITY B.M. N0. 361 M.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
JOIN 8" SEWER SEE TRACT 1 5964-1 �INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
DRIVE
NO. 11
SEWER LATERAL
TABLE STATIONS
L
lfi
DESIGN
AS BUILT LOT
DESIGN
AS BUILT LOT
o
z
29
14+55
a
d•
74
12+44
30
15+34
64
2
1355
75
11+18
s
=
C3i
^ui
76
�
16+34
66
13+25
77
10+14
33
II
67
1
M
+W
000
W
FINISHED
4
N
0
&
® �_ STREET
e
135
\'A-
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1335
I
INSTALL 201.03 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 153.95 L.F.
1710- "
8 EXTRA STRENGTH V.C.P.
_I
,
- s w _
18+00 17+00 16+00 15+00
STA. 18+15.06 MEMPHIS DRIVE
=STA. 9+95.00 OLYMPIA AVENUE 1
I. -
V
. .Lo
2
i
:
- 1 � C3U
C 9 - -- - - __
(STING GROUND - `�
$
STREET a _ _ _ . _ _. .
_ T _ - FINISHED SURFACE
M
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Go +__. T + _ _ __ _ -- - _:1355
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_
_ -- -- -- -
..,.._ ._._� ._,. _ - _ _. _ -
'S PROP. 8 SEWER = _ _ _... _� ti / T _
� _
1 • Tl '�' PER TRACT 15964-1 - _-1 i t _�� 1 SFr . _ - .�_ 1340
DWG. NO., 3022 ,
-
-
- - ---
_ _ - _ -
10.05 L.F. 8" EXTRA STRENGTH V.C.P. INSTALL 213.05-L.F. 8" EXTRA STRENGTH V.C.P.
- - _.
-:--- -- - -- --- - . _ ....-_ �_ �.. �� :_:_..�` INSTALL 2 :. ..
_ - - =
PR
OFI LE SCALES -
_.. ___. - _ _ - - _ _ 3-- -
1 =40 _ - -
D RIZ. _
POSE H 0 - _. _.._ __ _ . _ -
47.45 L.F. OF PRO _. . -: _ .::_- _ ___ :_ .._ _ ...__ . _.. - .
___ __.__
8 yTRA
STRENYTH VERT. 1-44V.CPER TRAC 15964-1 14 00
14+ 00 10+00 11+00 12+00 13+00 +
U (Z- M. H. NO. 10
5' W'LY OF
PST. STATIONS
(Z- M. H. NO. 5INT. 11+65.84 JUNEAU LANE
OLYMPIA 5' S'LY OF � STA. 16+10.03= B O I E = STA. 10+00.00 LANSING WAY
AV E N U E1 12+00.00, ST. sTA. AVENUE
M. H. N0. 4 SEE SHEET 4 3
SEE SHEET 4 3 5' S'LY OF � 3 3 3 3 2'
II 81 I
18' o rn 0000 Z I I I 5 I I 18'
I +
I I + `o �� :m__ I 5 I Q
L-2.00' 5' m I II I I- ST. STATIONS L=13.45' N
L=23.8 ' I 8 4 N 8 5 8 6 N N 8 7 8 8 N N 89 INT. 14+10.03 MEMPHIS DRIVE 2 L=12.37' 5' I 61 62
/ 5 I I II =STA. 12+59.00 ORLANDO DRIVE
/ PROPOSED / aI g I BW
39 w
/ iiJ 8" WATER � J g 3I STA. 9+95.00 JUNEAU LANE Q / rn += FH
C4 a R/W =STA. 12+45.00 BOISE AVENUE 8 0 1,,:/ 00l �` 37.00' 50.00'
Lo
ofd - 38.08' - 59_50' - - - - - 59.50'- - - 59_50' - - - - 59 50' 38.96' C�/ I I 1 M. H. N0. 9I -
r I FH \ 5' W'LY OF 2.
z �-
��� W. W - W \\� 1 NOO'03'21"E `V 0O
o �� 77"' _ 11+00 2 N 9.59'5 "E 12 00 `�' ;1�.03'13+00 2 14 00 J r �� J �o� _CD
1+00
38 � �� - ����%J J 79 o W �
2 0"
1\�Z6"\ - I w ST. STATIONS
c\ _---- ----- ----- ___-- _ INT. 10+00.00 JUNEAU LANE '
39.09' 50.00' 50.00' 50.00' 50.00' 37.07' �a PROPOSED 8" SEWER 600� 2582 _ 38.00
�'4'�\ " ` I rI PER TRACT 15964-1 STA. 12+50.00 BOISE AVENUE z, 9' o W
3j , %� R/W 2`4'- b DWG. NO. 3022 ~' L=37.50' Lo
001, C>
J _unI 2
S J TSTA. 14+05.03 MEMPHIS DRIVE BW 7 7 6 75
3 7 X'` 2 9 ,� II I^ I I =STA. 12+54.00 ORLANDO DRIVE 1 x°'°' 7 7 0O
3 6 5 M 34 33 � PI) 31 + 30 68' 3 q M. H. NO.6 BW
�`Q rr +_ +_ ' ' `n v 34' 3 ' 5' S'LY OF
rn 0 Q ¢ ¢ Q 12' 22' 22' 12' o N
3 L n N (n `n 3
N N 3 3 3 3 3 3 ORLANDO CONSTRUCTION NOTES V
3 3
ST. STATIONS STA. 14+54.08 DRIVE 11 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112
- 3 r ,.- - . -- -^ .1 - 'n"„ REMOVE PLUG & 2o-- INSTALL 8" EXTRA STRENGTH V.C.P.SEWER MAIN
(�o
MEMPHIS
Underground Service Alert
OEFORE yaG
ac Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER / DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
CITY B.M. N0. 361 M.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
JOIN 8" SEWER SEE TRACT 1 5964-1 �INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125
DRIVE
-�-WAI
_
►71�*
REVISIONSENGINEER
�®
NO. 11
SEWER LATERAL
TABLE STATIONS
N
LOT
DESIGN
AS BUILT LOT
DESIGN
AS BUILT LOT
DESIGN AS BUILT
29
14+55
63
11+35
74
12+44
30
15+34
64
12+25
75
11+18
31
15+44
65
12+35
76
10+43
32
16+34
66
13+25
77
10+14
33
16+44
67
13+35
78
9+99
34
17+35
68
14+20
85
17+24
35
17+87
69
14+22
86
16+15
36
17+92
1 70
14+10
87
16+05
37
18+11
71
14+08
88
14+96
61
10+48
72
13+02
89
14+88
62
11+25
73
12+92
-�-WAI
_
►71�*
REVISIONSENGINEER
�®
STA. 14+26.10 EC &
q TERMINUS M.H.
NO. 11
M
N
N
CURVE
3
N
3 3
F -F
-
STA. 14+26.10 EC &
q TERMINUS M.H.
NO. 11
5' W'LY OF
CURVE
3
3
3 3
0
DELTA
RADIUS
LENGTH
TANGENT
o
N
OA
N
N
p")
29.79'
m
d
11'32'02"
P+7
+
30.30'
ori
d
+
`n
`� 6 9
63 64 �' �' 65 66 `n C/'67 < 68Cn
N
BW BW
00
I � J
R/W
L=40.56_
50.00' 50_00' - - 50.00' - -50.00' - 35.71'
�8Q)
365.71 ' `V 0O 2 ~
�� 13+ �, TB
W in oO
38.00' 3' 50.00' 50.00' - �\
PROPOSED R/W
8" WATER �
73 72
74 N N
BW 4- BW +c1q 0 71
N N
JUIN IiU
LANE
0 0
Ln Ln
70
\o
SEAL -ENGINEER CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QR3FESS/4
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �``�o A s�
RIVERSIDE,11651
CALIFORNIARLING CAL FORNIAU92503TE E DRAWN BY: SEWER IMPROVEMENT PLANS SCALE:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A �� 9tiy�� (909) 785-5122 * FAX (909) 785-5180SE TRACT 15964 1"=40'
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ' m
REVISIONS TO THE PLANS TO BRING THEM INTO N0. 25917 DESIGNDATE:
ED BY: MEMPHIS DRI
* Exp. "12/31/05 - JUNE, 2001 At
CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. N0. 25917 RAs EAU
CIVIC �Q' EXP. 12/31/06T-
EFFECT. gTFOF CAL\F�``�� CHECKED BY Y: DWG. NO. SHEET
SCS-�.,.-.��DATE: / /0-02 45--v
RICHARD A. SCIANNI DEC Ri6q CI ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3018 3 of �J�
JN545/01 -09-02/545-fsewer3.DWG/S:40
CURVE
DATA
SCALE: 1" = 40'
0
DELTA
RADIUS
LENGTH
TANGENT
OA
11'32'02"
295.00'
59.38'
29.79'
0 20' 40' 80' 120' 160'B
11'32'02"
300.00'
60.39'
30.30'
SEAL -ENGINEER CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QR3FESS/4
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �``�o A s�
RIVERSIDE,11651
CALIFORNIARLING CAL FORNIAU92503TE E DRAWN BY: SEWER IMPROVEMENT PLANS SCALE:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A �� 9tiy�� (909) 785-5122 * FAX (909) 785-5180SE TRACT 15964 1"=40'
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ' m
REVISIONS TO THE PLANS TO BRING THEM INTO N0. 25917 DESIGNDATE:
ED BY: MEMPHIS DRI
* Exp. "12/31/05 - JUNE, 2001 At
CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. N0. 25917 RAs EAU
CIVIC �Q' EXP. 12/31/06T-
EFFECT. gTFOF CAL\F�``�� CHECKED BY Y: DWG. NO. SHEET
SCS-�.,.-.��DATE: / /0-02 45--v
RICHARD A. SCIANNI DEC Ri6q CI ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3018 3 of �J�
JN545/01 -09-02/545-fsewer3.DWG/S:40