HomeMy WebLinkAbout2666-a-6FLAN - BASIN
FA I FLAY 6
REVISER SUBGRADE LOCATION AND
CONFIGURATION 5/27/98
REVISIONS
APPRRVAL I DATE I APRt3VAL I DATE
fat R P. F
9a�
No. 046292 '
Exp. 12/81/98-
CIVIV
F CA -�
ANGLE POINT DATA
POINT
NORTHING
EASTING
NO.
FT.
FT.
5000
15037.10
13808.27
5001
15006.76
13868.99
5002
14922.91
13893.62
5003
14901-81
13927.62
5004
14937.83
13968.49
5005
15390.80
14013.81
5006
15402.53
13855.50
5007
15202.18
13827.15
AREA OF BOTTOM = 71:972 SQ. FT.
VOLUME OF GRAVEL = 3,998 CU. YDS.
SEE SHEET NO. 2 FOR INFILTRATION
BASIN TYPICAL SECTION
BENCH MARK N0. 615 BASIS OF BEARINGS: CITY OF FONTANA,
CAL T TA
THE BEARING OF N59.30'08"E ALONG THE
RAILRQAU SPIKE Al 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. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY
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 DRAIN BY:
SK
DESIGNED:
DDV
64 CHECKED:
MPV
VJOHN M. TETTEMER 8t A550CIATE5, LTD.
ENGINEERINQ MANAOEMENT PLANNING JOB NO --
3151 Airway Avenue, 5ulte Q-1 Costa Mesar California 92626
JANUARY 1999
DING. N0. SHEET NO.
APPROVED 26666/A6 OF 19
CITY ENGINEER R.C.E.---251 26
t -\o7 9-41st\dgn\grd_apri100\sheet06.dgn.