HomeMy WebLinkAbout2666-A-10------------------------
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IREVISIONS I APPRaVAL I DATE I APPAYAL I DATE I
ANGLE POINT
DATA
FONTANA11 CAL
NAME
NORTHING
EASTING
NO.
(FT.)
t FT. 3
9000
13607.10
12353.88
9001
13662.10
12467.44
9002
13634.00
12604.12
9003
13633.78
12741.88
9004
13519.16
12744.01
9405
13502.18
12508.69
9006
13521.39
12363.75
AREA OF BOTTOM
= 49.274
SO. FT.
VOLUME OF
GRAVEL = 2037 737
CU. YD.
SEE SHEET
NO. 2 FOR INFILTRATION
BASIN TYPICAL
SECTION
JOB NO.
BENCH MARK: NO. 615 BASIS OF BEARINGS:L
THE BEARING OF N89°30**06."E ALONG THE
CITY
FONTANA11 CAL
I FORIN
1 1 A
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP I
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO
IN POWER POLE NO. 5011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY
TRACT NO. 15908
EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
ELEVATION: 1467.59 FOR THIS MAP
DRAWN BY.
SCALE:
SK
SIERRA LAKES
DESIGNED:
U A E GRADING PLAN
1., � 50'
DDV
BASIN
wd
CHECKED:�A
DATE:
JOHN M. TETTEMER & ASSOCI�1T1=5, LTD.
MPV
JANUARY 199999
ENGINEERING MANAGEMENT PLANNING
JOB NO.
DWG. NO. SHEET NO.
3151 Airway Avenue, 5ulte Q-1 Costa Mesa, California 92626
APPROVED
2666 � 10 OF 19
CITY ENGINEER R.C.E. 25126
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