HomeMy WebLinkAbout3493-7CONSTRUCTION NOTES:
1& INSTALL 8” EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5O- INSTALL BACKFLOW DEVICE.
SCALE IN FEET
40 80 120 1
BALD EAGLE DRIVE
SEE SHT. 5
BALD EAGLE DRIVE
SEE SH T. 5
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
MA RNIE PLACE
REI. RENSTaN DUMP 770V DATE via? aTr I DATE 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
� 'BEC •'DWC� • GLI � rl1131 n EFFECT.
BENCH NARK-* j 8-17
C,ALTRANS BENCHUARK 8-17. A
BRASS CAP IN THE CONCREff BASE OF
THE SOUTH LEG OF AN SCE TOWER
SANA/N R/D M� ESTWEST
OF SIERRA AVE:
ELEVAnav ! 1428.609
BASIS OF BEARINGS
TR NO. 16427-2
LOT NO.
DESM
A8-BIXT BACKFLOW
66
11+51
NO
65
11+65
NO
64
12+75
NO
63
12+91
NO
62
13+99
NO
61
14+15
NO
60
14+72
NO
59
14+78
NO
58
14+81
NO
57
14+75
NO
56
14+18
NO
55
13+96
NO
54
12+94
NO
53
12+72
NO
52
11+70
NO
51
11+49
1 1 NO
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11+00 12+00
PLAN 1„= 40'
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14+00 15+00
CONSTRUCTION NOTES:
1& INSTALL 8” EXTRA STRENGTH V.C.P. SEWER.
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
4� INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
5O- INSTALL BACKFLOW DEVICE.
SCALE IN FEET
40 80 120 1
BALD EAGLE DRIVE
SEE SHT. 5
BALD EAGLE DRIVE
SEE SH T. 5
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
MA RNIE PLACE
REI. RENSTaN DUMP 770V DATE via? aTr I DATE 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
� 'BEC •'DWC� • GLI � rl1131 n EFFECT.
BENCH NARK-* j 8-17
C,ALTRANS BENCHUARK 8-17. A
BRASS CAP IN THE CONCREff BASE OF
THE SOUTH LEG OF AN SCE TOWER
SANA/N R/D M� ESTWEST
OF SIERRA AVE:
ELEVAnav ! 1428.609
BASIS OF BEARINGS
TR NO. 16427-2
LOT NO.
DESM
A8-BIXT BACKFLOW
66
11+51
NO
65
11+65
NO
64
12+75
NO
63
12+91
NO
62
13+99
NO
61
14+15
NO
60
14+72
NO
59
14+78
NO
58
14+81
NO
57
14+75
NO
56
14+18
NO
55
13+96
NO
54
12+94
NO
53
12+72
NO
52
11+70
NO
51
11+49
1 1 NO
TR NO. *427-1
LOT NO. DEEM A8-BIJt_T BACKFLOW
57 10+53 YES
58 10+50 YES
THE &ISIS OF BEARINGS FOR THIS MAP
IS THE CL OF LYTI,E REEK RD.
SHOWN AS NOO'12 35 ON RELiORD
OF SURVEY,94P BLED IN
R.BB. 111/99-103
Prepared Under The Supervision Of
PWAREDNThEAffEECF
M4D0LEAAVAS90CZ47E4 AC
10601 CHURCH STREET , STE. 107
RANCHO CUC MO GA, CA 91730
PHONE �909� 948-1311
ate
RCE 36637 XP. 0 -30-04
WENDELL L. IWATSURU
RECORD DRAWING
ocl,
v L I
�nLz off, 2 THEc� RErr^��; INGS HAVE BEEN F.:'P,
c. CP PART G , ABED, IN
G .{ I F > OP I"I�OIa"IATION C( "!"ICED AND
FUP^ « �- c , C--, RiS. THE ENGINEER WILL NOT BE
a No. 36631
RESP u`E FOP ANY ERRORS
QQ HAVE BE�N INCORPORATED INTO OTH oDOCUMEN DMISSIONS OCUMENTS 5za ���V
A RESULT THr-Pr
O-
r
Cff LIF f WW CA
SEWER IMPROVEMENT PLANS
DRANN BY SCALE:
K.K. TRACT N0. 16427-1 & 16427-2 AS SHOWN
DESIGNED BK MARNIE PLACE DAA
EF SEPT. 2003
CHI -gr BY- APPRO BY. DRAWNG NO.: 7
�sr�. Z ' "a 3493 /
W.I. CITY DVG/NEFR R..E; 51152 DATE
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