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1 "= 40'
40 0 40 80
scale feet
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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Number
Delta
Radius
Length
Tangent
10
3612'05"
850.00
537.06
277.81
02
22'45'33"
844.00
335.26
169.87
03
96'04'20"
45.00
75.46
50.04
®
45'00'00"
45.00
35.34
18.64
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.
CONSTRUCTION NOTES
3& CONSTRUCT 36" DIA. R.C.P., D—LOAD PER PLAN
O4 —CONSTRUCT 18" DIA. R.C.P., D—LOAD PER PLAN
S&CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1.
&CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN
18 CONSTRUCT BRICK & MORTAR PLUG.
19 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. 331-2.
NOTICE TO CONTRACTOR
CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
/Q�OFESS/pi,,\
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�T No. 31681 Z�
* Exp. 12/31/04
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CAS
_x FINISH SURFACE EXISTING GROUND
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HCITY
&
Freman
Inc.
OF FONTANA, CALFORNA
EZI
SUMMIT HEIGHTS II
Civil Engineering • Planning Surveying •Public Works
1DRAWN BY -SCAM
DRAM INIPROVEAIBNT PLANS
SCAIE: C
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
MADS
CMM AV��
1"= 40'
PREPARED UNDER THE SUPERVISION OF:
SIGNED BY'
MADS
__—� 10+08.07,.- TO ,2"7.17
DATE-
10-26-01 z
QCAK R-- S (( %( 0 'z CHECKED BY:
HAROLD A. GARCELON R.C.E. 31681 DATE: GM
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K; NO.: 7
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