HomeMy WebLinkAbout3515-4COLE PO/NT LANE U 14U bu 1ifU 1bU IRON SPR/NG LANE
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SEE SH T. 2 - LL MOUNT PINES WA Y SCALE: 1 40' SEE SHT. 8
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5.5, 25.E
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I o0 34 T 'ACT NO. 164 -3
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J 3 35 TACT No. 16427-4
31 32 N ,
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6
LOT
DES/GN
AS -BUILT BACKFLOW
80
49*55-
o
YES
79
11+01
62
YES
78
11+91
18+49
NO
38
15+44
YES
NO
37
14+51
1
YES
36
-4+-J8
13t 83
YES
35
13+22
IRON SPRING
S R G LANE
YES
34
4,3-482-
l2 +43
YES
33
12+01
NO
32
-4 i 81-
/ / t 3
NO
42
13+06
YES
41
/3 -l-CpD
YES
40
14+17
YES
39
;-5+4-7
! t 7.5
NO
7 68 +
10 I I
, BF AT
+ 3 9.0
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V- "� PROP. R 0 4 rn ^ v
10+00.00 CL M.H.2 � Q TRACT N0. 16427-4
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LOT
DES/GN
AS -BUILT BACKFLOW
64
46 �
!rp f- YES
63
17+37
YES
62
17+57
NO
61
18+49
NO
65
16+54
YES
66
4-�
IV -02 YES
67
17+64
NO
68
18+54
NO
STORM DRAIN—riIv[-. U ry/l LFA �; __..__ ._ 77777
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/O BF N
PROP. RAW =I _ _ -
4 --
4 4 BF _
3 3 I L')BF PROPOSED 36" STORM DRAIN
�I (4-)
41 BF �, PROPOSED R/W
�3 BF BF CURVE TABLE
$ �I $0 79 78 I I 2 v = 3 jam CURVE LENGTH RAD/US TANGENT DELTA CL
rn zl 4 40 39 4 PARK- Co U64 Lir 63 4 4 62 4 ( A 93.74 305.00 47.241 T3635" C�
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B 90.67 295.00 45.69 17'36 35
3.51 23.'
5
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5.5' 5 5.
CONSTRUCTION NOTES:
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(
�- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
COLE PO/NT LANE
DOBBS PEAK LANE
IRON SPRING
S R G LANE
Q- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
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SEE SH T. 2
SEE SH T. 5
FONTANA STD. DWG. NO. 112 (1D-48').
CD
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1• . .,AT V, -jW-;
'm'j _
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
L0 S T SEE __-SH T. 8 �- INSTALL BACKFLOW DEVICE.
BENCH MARK: .# 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK E8-17. A THE BASIS OF BEARINGS FOR THIS MAP INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA O
BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYTL,E CREEK RD. STD. DWG. N0. 125.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REeORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVA/NE RD., 2,6 M/ WEST R.S.B. 111/99-103 V
OF SIERRA AVE.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ELEVAT/ON: 1428.609 Q
Q 0 SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��Qh� PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS
If - '6 e_ OF THE DATE OF APPROVAL SHOWN HEREON AND�_��' �G�� 10601 CHURCH STREET , STE. 107 DRAWN BY:
CARRIED FORTH I N A DILIGENT MANNER THE CITY W 3 No, 36637 c RANCHO CUCAMONGA, CA 91730 TRA C T NO. 16427-1
SCALE:
DIAL Two woRKwc � Expo 06-30-04 � PHONE (909) 948-1311 RK & `6427-4 AS SHOWN I
BEFORE DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * DESIGNED BY: DATE: co
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS ��qT orvz�- ��~P EF LO H E DRIVE JUNE 2003 N
TOLL FREE 1-800-227-2600 AND STANDARDS IN EFFECT. eoFDA�-IFS ate QL� CHECK BY: A ROVED DRAWING NO.: 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT KEGOR•D ,DW6.MXT4A07- 1642-7-54-4b W1.3(121R.C.E. 6 37 EXP. 06-30-04 a Z .19 3515
W/ CITY ENGINEER R.C.E. 51152 DATE i5
J:\126-1769\sewer\sew04.dwa. 02/18/2004 12:28:03 PM. DM