HomeMy WebLinkAbout2666-a-8f
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PLAN - BASIN
FAIRWAY 5
■i ■ ■ i ■ ■!O! i.� tit ■
N" l 4000
E:14300
REVISIONS
APR VAL j QaTE .1 ANAL . DATE_ _
ANGLE POINT DATA
POINT
NORTHING
EASTINO
N O a
FTs
t T s_
7000
13997.81
13960.13
7001
14125.60
13921-58
7002
14178.23
1.4030.16
7003
13685.65
14254.99
7004
13633.84
14168.06
AREA Of BOTTOM = 66,687
SQ. FT.
VOLUME OF
GRAVEL = 39705
CU. YD.
SEE SHEET
NO. 2 FOR INFILTRATION
BASIN TYPICAL SECTION
BENCH MARK: NO, 615 BASIS OF BEARINGS:CITY 1 FONTANA9 CALIFORINNA
THE BEARING OF N89130'OS"E ALONG THE
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP I
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE S WEST SAN BERNARDINO ��ea °� q
IN POWER POLE NO. 9011E ON THE MEREDM AS SHOWN
.ON RECORD SURVEY
CORf1S OF �r 9 1
EAST SIDE OF CITRUS AVE. SURVEY WAS USED AS THE BASIS OF BEARING
ELEVATION: 1467.59 FOR THIS MAP DRAWN BYs SCALE
SIS SIERRA LAKES
DESIGNED: SUBGRADE GRADING L N
1 " = 50'
DDV BASIN 7
CHECKED FAIRWAY DATE
JOHN M. TETTEMEM 8. A550CIATE5, LTD. MPV JANUARY 1
ENGINEERING MANAGEMENT PLANNING JOB NO . DWG- NO. SHEET 999 NO
3151 Airway Avenue, Suite Q-1 Costa. Mesa, California 92626 APPROVED 2666/4 8 OF 19
---- _.. _. _ _ I.TY ENO I NEER Rtlimmmmi
.,C E. 25126
.. _.
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