HomeMy WebLinkAbout3515-9I5, .,...... ww - SNOWY PEAK LANE
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N 5 5 X25 ` 25.5 ROCK PO/NT LANE "
,--- TRACT 16427-4 SCALE: 1 = 40' SNOWY PEAK LANE
z SEE SHT. 10 SEE SHT. 12
SEE SHT. 8 LANGLEY
CONSTRUCTION NOTES:
1�-- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (10=48).
INSTALL BACKFLOW DEVICE.
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
ROCK PO/NT LANE
SEE SHT. 10
55
T LANGLEY WAY.
;K POINT LN
TRACT N0. 16427-5
LOT
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AS -BUILT BACKFLOW
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6
YES
57
11 +36
YES
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11+56
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5
NO
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SEE SHT. 8 LANGLEY
CONSTRUCTION NOTES:
1�-- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (10=48).
INSTALL BACKFLOW DEVICE.
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
ROCK PO/NT LANE
SEE SHT. 10
55
T LANGLEY WAY.
;K POINT LN
TRACT N0. 16427-5
LOT
DES/GN
AS -BUILT BACKFLOW
56
10+53
YES
57
11 +36
YES
J
11+56
o,
ZI
59
12+34
NO
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IRON
SPR/NG LANE
SEE SHT. 8 LANGLEY
CONSTRUCTION NOTES:
1�-- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (10=48).
INSTALL BACKFLOW DEVICE.
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
ROCK PO/NT LANE
SEE SHT. 10
55
T LANGLEY WAY.
;K POINT LN
TRACT N0. 16427-5
LOT
DES/GN
AS -BUILT BACKFLOW
56
10+53
YES
57
11 +36
YES
58
11+56
YES
59
12+34
NO
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REV. I REVISION DESCRIPTION
SCALE: 1 " = 40' BUCK PO/NT LANE
SEE SHT. 13
ROCK POINT LANE SNOWY PEAK LAN
SEE SHT. 10 SEE SHT. 12
BACKUS PEAK WAY
DATE I ENGR, I CITY I DATE
KEC011JJJ* DWG. PM TACT 16427- 4 05IJ
2 RFC. DWG-. FOR TRACT 1 tt427-S ONI.Yf ►il c61wr .l a I►�I,n
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN 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.
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SNOWY PEAK LANE BUCK PO/NT LANE N
SEE SHT. 12 SEE SHT. 13 N
1A E WA _A� p ��'� �
BENCH MARK. # 8-17— BASIS OF BEAR/NGS:RECORD No 3663
CAL TRANS BENCHMARK #8 17. A THE BASIS OF BEAR/NGS FOR THIS MAP THES.- PE009D DRAVYINGS HAVE SEEN PRE^ A��vr;, INMf tz -
BRASS CAP /N THE CONCRETE BASE OF /S THE CL OF Ln4E CREEK RD.
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REdORD PART, ON THE BASIS OF INFORMATION COMPI' EI^.e�D
343' NORTH OF HIGHLAND0.2 M/ WEST OF SURVEY MAP FILED /N FURNISHED BY OTHERS. THE ENGINEER WILL NOT E E
OF SAN SEVAINE RD., 2.6 M1 WEST R.S.B. 111 99-103 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS VJHr
OF SIERRA AVE. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
ELEVATION: 1428.609 A RESULT THEREOF. it,
~
Prepared Under The Supervision Of CITY OF FONTANA, CALI ORNIA
QR�N PREPARED IN THE OFFICE OF
jw'q �Fti MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLAINS
IN
W� G� 10601 CHURCH STREET , STE. 107 DRAWN BY:
L 3 No. 36637 c RANCHO CUCAMO GA, CA 91730 TRACT0. 16427, SCALE:
PHONE (909 948-1311 RK 16427-4 & 16427-5 AS SHOWNI
Expo 06-30-04 DESIGNED BY: LANGLEY WAY, RACKUS PEAK WA Y DATE: co
crvri �tiQ EF & J ME AY JUNE 200J]'N
TFDFCALIF�c2 ate Q CHECKED B APP Ej1 BY: DRAWING NO.:
R.C.E. 637 EXP. 0 -3 04 '2, 3515
/i5
W/ CI ENGINEER R.C.E. 51152 DATE 7
J:\126-1769\sewer\sew09.dwa. 02/18/2004 12:24:59 PM. DM