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17 CONST. JUNCTION STRUCT. TYPE II PER O.C.E.M.A. STD. 1311 (SEE• SHT.=I)
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22 CONST. INLET TYPE V PER O.C.E.M.A. STD. 1305 (SEE SHT.01)
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0
45004'02"
45.00
35.40
18.67
90000'00"
22.50
35.34
22.50
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113.50
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q - :Z ALMER I A. AVENUE
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SEE SHEET NO. 8
ECORD
DRAWING,
BENCH MARK: NO. 360 BASIS OF BEARINGS: I TY O FONTANA
► CAL I FORN I A
THE BEARING OF N 89' 51 ' 00" E FOR C
CITY OF FONTANA BENCH MARK # THE NORTH LINE OF THE SE 1/4 OF
360 A NAIL IN POLE #1536704E SECTION 36, TIN. . S.B.M. AS PUBLIC WORKS DEPARTMENT
AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT N0.. 3 3348. M.B.
AVE. AND BASELINE AVE. 47/14-15 WAS USED AS THE BASIS OF
D 3/ 5•�Q•O`
ELEVATION: 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: STORM DRAIN PLANS SCALE:
PREPARED IN THE OFFICE OF -- -_ PLOTTER HOR : 1"= 40'
MADOLE AND ASSOCIATES* INC .�G; ESS�O�,gl , A DESIGNED :
CONSULTING CIVIL ENGINEERS �`_� o a�d� F� g (� WALNUT STREET VER: 1"= 4'
AND LAND PLANNERS
CHECKED: DATE:1820 E. 16th Street D STA. 3+87.66 TO STA. 10+00,00
SANTA ANA. CALIFORNIA
92701 � N o. 2,0438
ol PHONE (714) 835-2548 .t� Exp03-31 •�11 JOB N0. DWG. NO. SHEET NO.
CIVIC '�l APPROVED � � �` f2 o�
ENGR' S DATE. CITY DATE MANALASTAS R.C.E. 29438 DATE 9rFOF CAL\c142-609 - Y 944. 5 OF 1O
APPROVAL APPROVAL /'�h! SIT. ENGINEER R.C.E. X131 Zs/Z6