HomeMy WebLinkAbout3383-36f 27.8 BOT. 8" SEWER co a-,
t CL
g� 26.8 TOP 36 PIPE
00
1
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P'
201 00
i4 ,
ii
FF 13 Y
12
'AD=39.0 c"
PAD=39.0
-12
5
PROPOSED 36$f
STA. 11 + 41.51M DRAIN
STORM PROP. R/W
M.H",NO 2 PER DWG. NO. 3384
5' SLY O� q SHEET NO, I
43'
50'2.01 =62 88
CD
EXIST. R/W
FROP. 8" WATERJ'
VARI 1)
J I
N25!06'36'E
16,54'
119T�51
lull
"ItJ
SEWER PER �T
EXIST. 8" SE JR C
10960-1 DWG. NO, 1158 c
6.01, Q�51,,`Tl
4
PROP. 1\/ TV
f
co 132
134 133 Q0
-0 Ln
d + PAD=38.0 PAD -38.0
C� PAD -38.0 + +
32,
12$, 20"
6.. 5' 0,5 (n CIO n CL
LIME AVENUE I3 3 3
SEE SHEET 2
STA, 10+02.00 CHERRY LEAF LANE
Ii M. H. NO, 1
5' S'LY OF �
STA. 9+95.00 CHERRY LEAF LANE
=STA. 4+54.98 LIME AVENUE
60' 64' 60'
30
30' 1 1
30 32' '
16. i18' W 401 18' 8' T
STA HERRY,,LEAF LANE
15+ 60'1�'CHERRY LEAF LANE STA. 18+50.12 C
2 + 7 8T
11" -20+70.00,1 _7 %
-05T, 5' 05 015' ."t U. 6 5' ' - " i-
JI-) =STA. 9+95.00 BLUE MIST COURT - 6 5' 6.4 15'CHERRY _L5'
LEAF LANE
H. N 0. 6
1 Q
M.H.N 0. 4 M.H. 0. 5
"'44" 1--
5
5' PADS
'= S'LY OF
,37 38 5' S'LY OF 62 5' S'LY OFo
(o
INT. 21+39.12
-7-
Uj
1 93
Lo PAD=39.0 PAD=41.0 PAD=41.0 P0:4f '/6' PAD=41.6 to ,Ica _,. CHERRY LEAF LANE
PAD
STA, 12+00,48'
> , ;�. I
cp y PROP.,` R/w
9t tl J,5 7� PROP. R/W
0/1
YELLOW IRIS COURT
�>'19 6_1
C) Ln
8 19,637. a 51 11:01 9 6.5 0' J 4 65,` 96.50'
CD98 0
98.01'
0 z
LT_
�4,5,
1+ 0 PROR 8" WATE 0 8" WAIER _'5
OW 0 Lo
�R �I 15+0 16 19+00 �Qtoo 21+00
4 "2, , I
QR. -1
88°52°41 W4 PAD=43.1
CD
o N89 -56'06"W N89*56'06"WI zo�
-64 cj - lu.
=58.54'
='0.6/' L Lt
1.53' 7.00' 62,00' 62,00 62.00 62.00' 62�00' 68.00' 0' 63.00' "60.00' 60.00' 60.00' 52.47",��,
PROPOSEDc� INT. 21'+37.12
STORM"D PROP, R/W�) CHERRYlEAF LANE
PROP. R/W Ln STA. M2+00,.00
CD
131]
PAD" =36.0 130 1 3 11 8 0 YELLOW IRIS COURT
PAD 38.4 64p
';6,,4
,o j 1 c PAD=42,8
127 126 122 120
cc co 124 121 Lo Ln Ln F )4, '32' 3 1,09
Lo 129' 128 123" C-11
4- A_ CD 110 125 u") 1-0 CD QO 01 PAD=42.8
+ + + + + 1 + +
PAD=38.7 PAD 39,O -39.7 PAD=40.0 2 cN PAD=41' 6,1 P'AD7,-,42,,6"`
c"! PAD=39.4 c" c" PAD P A D 0
0- 1,1 PAD=40.3 PAD=40.6 PAD=41. �,J 0 f2' :J0 2
(B -W-) 5 6
Ln
V)
+ cn V) V) cn V) cn U") V)
_J_ YELLOW t,,R,,,J,,,5
W
U3 U-3 U3 U3 34V2_t`
U-3 U3 3 U -J3- (D 03 COURT'
-ONTRACTOR TO PROVIDE SEE SHEET 7
SANE? Nib PROTECTION. STA. 12+84.91 CHERRY LEAF LANE
=STA. 9+95.00 1 -UNI -LL SAGE PLACE
� M. H. NO, 3
5' S'LY OF q
REV. CONNECTION AT LIME AVE.
REVISIONS
SEAL -ENGINEER,
CITY OF FONTANACALIFORNIA
CSL ENGINEERING, INC.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
FE /04/
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OFA.
c,
11651 STERLING AVENUE, SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
1�lp
In
(_p
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
DRAWM BY:
SCALE:
R IMROVNT
SEWEPE PLAN
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
14+08
IN 2591
SE
TRACT 16380 1"=40'
REVISIONS TO THE PLANS TO BRING THEM INTO
WL
12+96
DESIGNED BY: - DATE:
CONFORMANCE WITH CONDITIONS AND STANDARDS IN
18+02
PREPARED BY: R.C.E. NC.
25917
(EXP. 1273T76_5�_
NO
12+53
EFFECT.
OF CA,
'a
17+92
CHECKED
TP-PR-OVED B DWG. NO.
NO
11+69
-�C--���DATE.
RICHARD A. SCIANNI
16+66
,I EN( )OVAL, R C. 51152 3383
OF
3 8
NO•
16+5_6
SEAL -ENGINEER,
CITY OF FONTANACALIFORNIA
CSL ENGINEERING, INC.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
FE /04/
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OFA.
c,
11651 STERLING AVENUE, SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
1�lp
In
(_p
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
DRAWM BY:
SCALE:
R IMROVNT
SEWEPE PLAN
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
IN 2591
SE
TRACT 16380 1"=40'
REVISIONS TO THE PLANS TO BRING THEM INTO
ol- o.
Exp. 12, ��31/05
DESIGNED BY: - DATE:
CONFORMANCE WITH CONDITIONS AND STANDARDS IN
clvl\-
PREPARED BY: R.C.E. NC.
25917
(EXP. 1273T76_5�_
SE
CH L L E FEBRUARY, 2003
EFFECT.
OF CA,
'a
0 -If -e)4
CHECKED
TP-PR-OVED B DWG. NO.
SHEET
-�C--���DATE.
RICHARD A. SCIANNI
JJL
,I EN( )OVAL, R C. 51152 3383
OF
3 8
JN597/2-19-04/597SEWER3rev.DWG/5:40