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INSIDE TO DRAIN
ANCHOR BLOCK 18114. 5 SACK IC.Y.
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LEGIND
BY DATE PREPARED UNDER THE SUPERVISION OF:
AV-4p.Ar. 175_f13
DATE
DETENTION BA!91N
'TRACT NO., 11 0 9 0 6 �-
TOP Of C M ELEVATION
FINISHED SURFACE ELEVATION,
J
FLOW LINE ELEVATION
0. AO
GRAM.FREAK
DRAWN DATE
-_PROPERTY LINE'
BEGIN VERTICAL CU'RV'E
END VERTICAL CURVE.
POINT OF INTERSECTION
CMERLINE
T
T
r
-FILL OR CUT SLOPE
8
LOT NUMBER
FINISHED FLOOR ELEVATION
TRACT MiINDARY
DAYLIGHTILIN'E
EXIST. CO OT" ELEVATION
PAD ELEVA1001
V 1-0 11 11 14,
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NOT -ro SC141-C
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CAL 'NO See,
1. All work and materials shall comply with the specifications
and standard plans of the City of Fontana, Public Works
Department dated 1975.
2 A1.1 Brading shall be done in accordance with ter ro. Z4
of the Uniform &-d1ding Code, State of California, 1976
edition, and the preliminary- soils study.
3. Inspection to be called for through the City of Fontana (714-
.823--3411) 24 hours prior tQ starting work,
4. All utility companies to� be gives 48 bows notice prior to
working around their facilities.
S. Prior to construction the Contractor shall obtain permits
from the City of Fontana,, Public Works Department.
6. If any mlnftg utillitles or any other facilities conflict
with the W
sed iMrove=nts, moft shall xtop and the Bngi-
neer flatel)r of this situation.,
7. Dust caitfal shancMfors to fft provisicas in Section 10
of the Standard Specifications and as hereinafteT specified.
8. AdeqUate stakes *all be wt by d* Bnglneti to 'enable the
contractor to construct waft to .the plan grades.
9. As -built plansshallbe provided by the Mntractar to the City.
1RrVATE ENGMIEER"S NOTICE TO CONTRACTORS,
EXISTING UNDERGROUND STRUCTURES
The existing and lecatica of any undvrgmmd p1pes or Structures
shown on these plans was obtained by a search of available recorcLso.
To the best of our knowledge there are no existing utilities except
as sham on these plass. The Contractor is required to take due prei-
.-cautionary measures to protect the existing utility lines and any
*lines not of record or not sham on these plans.
SAFETY RESP(YNSi131Ln*Y
Contractor agrees that he shall assum sole and compiete respm si-
bility for J*ob site conditims &winff the ca=se of construction of
this project, including safety of ill persons -and property, that
the requirements shall apply. continuously and not be limited to
normal working hours; and -that the Contractor shall defend,, indemnify
and hold the -Owner and the Engineer harmless from any and all lia.-
bility, real or alledged, in connection with the performance of work
on this project, excepting for liability arising from the sole negli-
gence of -the Owner or the Engineer.
BASIS 01F. BEARINGS:
The bast of bear Ings for. "ft Amp Is, Worth 0002139111 V*st 4
being the centerline of /tinier la Avenue pot Pa,rcel Map
No. 3218, Parcel Map Book* 29, Page 15, Son Bernard in -s rwtity.
BENCH MARK:
Bench, mirt me. 508 1 roe pipe at the ce' "t &.r I 104 finversect loo
of Miller Avenue and Tokay Avenue. '-Eley. 1342.37.
11
NO. REVISIONS
BY DATE PREPARED UNDER THE SUPERVISION OF:
AV-4p.Ar. 175_f13
DATE
DETENTION BA!91N
'TRACT NO., 11 0 9 0 6 �-
DESIGNED CHECKED SCALE
DRAWN DATE
0 Z
SHEET JOB
B NUMBER
OZIWO-01
SHEET NO.
pWL41. ji 1208.
OF
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7 SHEETT