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GRAVINOY,,�
"" ,CARA, YNE"WGRIOM"
Bid
EA 7 ffN,,, A
be� r,4 9�663 T66V-ore Na(714)673-0300,
OF
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1. Grading as shown on these plans .
2 . Construction of drainage structures as noted hereon and
in accordance with County Standard Drawings referenced.
1160
4+1 e
1--t., 3 . Planting and Irrigation of slopes
LEGEND: GENERAL NOTES :
7 1 All grading shall conform to Uniform Building Code, Chap
by ordinance 4457 .' Cut Slope 2 : 14ee ; lltl&e� ul eo' l
1-1,
Fill Slope 2 : 1
2 . All new slopes to be at 2 : 1 , unless otherwise noted.
3 . It shall be the responsibility of the contractor to make
exact determinations as to ".he location of all existing
Existing Slope
utilities ; he is not to begin work until he has made this
71 determination. He agrees to be fully responsible for any
Z" 5 110,P Spot Elevations: Existing 1157. 2 and all damage which might be occassioned by his failure
Q Spot Elevations: New
to exactly locate and preserve any and all underground
<70 utilities . The following companies have reported utilities
Storm Drain
in the area of this project, and must be notified by Lhe
7, contractor 48 hours prior to starting work:
2 General Telephone Company 657-7411
0 Southern California Edison Co . 657-5151
Sheet C
-4101
inlet per details , Rancho California Water District 676
677-5671
.7 Eastern Municipal Water District
156. Curb and Gutter, Metropolitan Water District of ?50-6000 2
Southern California (M- 4rtKnoop) 213-626-4282
676-5072
Straight Cur
4 . The contractor will be required to submit grading cert-i
Rancho California Cablevision
VAC Berm fication prior to acceptance of rough grading. See
project specifications for details .
Redwood Ile der 5 . A "Report of Geotechnical Investigation" has been prep red
for this project by Soils International , project No.
Cross-Guttet (I'C 0770-FG , dated April 18 , 1983 , Albert Baca , RCE 28 ,927 ,
1158.7
Project Engineer. Recommendations of report are incor
=> porated herein by reference .
6 . Contractor will be responsible for applying sufficient
Direction of Flow water during excavation to avoid escape of wind-blown dust
1158.6
from the excavation siteto adjacent sites .
7 . Grades shown are finish grades; See Pavement Sections on
Sheet AS-2 . Contractor shall determine necessary subgrade
elevations and shall construct smooth transitions between
Slotted C .1"'I . P . Drain
finish grades shown. All underground utilities shallbe
30, 71 ' 5 installed prior to placing of base and pavement in drive
ays . All manholes , water valve boxes , meter vaults ,
electric vaults , etc . shall be adjusted to finish grade .
-orary drainage pro-
ctive measures and tem,
77
71,
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e.
190
95
1250
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ra c ew i-e 1,(,e i- fowa
78
ter 77
22
�M on concrete rim of MH, "Sta. 1477+90
ell
125 0 ructure, Sta . 1345+62
A S-SUN— SHEET
NEERING REVISIONS The Blurbck Partnership
DRAWN Scale: 40'
-2529 DATE L Architects and Planners
LIFORNIA � L? FC3
GRADING PLAN
28475 front street SOUrHERN AREA
(714)676 ELSiNbRE UNILO H I G CHOO "D OF
LAND SURVEYING
STRUCTURAL JOB NO.
CML
N12733 3-67Z.a 7
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