HomeMy WebLinkAbout5218-4IfIg Mill.
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ANDOVAL A CONWR AVENM
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REEVISION DESCRIPTION DATE ENGR, 1 CITY DATE t
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
ft'"CH MARI(: BM f5-7 BASIS OF BEARING&
SAN BERNARDINO C"7Y BENCHMARK THE BEARING OF N00`1542rW ALONG
f 5-7, A WASS DISK AT THE WJTH- IHE CL OF SIERRA AVE. AS SHM
EAST CORNM OF CASA GRANDE AVMJE ON TR. NO, 145DO WS. 251/70--74
AND SUM AVEW)E. WAS USED AS THE BASIS OF KARING
ELEVAIDON., 173R.-ow, FOR THIS MAP.
SCALE IN FEET
0 40 80 120 160
r-7E
JUNCTION DATA
LA DI D! T. A 8 C
'A-5' 45- 24- 1 3.74' 1 �W - �136'
'A - E45' 24' 1 3,3' 24' 30-
INSIAI- 18- RCP STORM D-RAJN (D-LOAD PER PROFILE)
f2) INSTALL 24- RCP STORM DRAIN ID -LOAD PER PROALE)
cl I INSTALL 30' RCP STORM DRAIN (D-LOAD: PER PROFILE-)
INSTALL 36" RCP STORM DRAIN (D-LOAD PER PROFILE)
CONSTRUCT CURB OPENING CATCH BASIN
PER CITY OF FONTANA. STD. DIWGG. NO. 30041
CONSTRUCT UMHOLE PER CITY OF FONTANA STD. PLAN 3013
0--3 CONSTRUCT TRANSITION STRUC-PURE PER CITY Or FONTANA STD, PLAN 30-26
CONSTRUCT CONCRETE COLLAR PER CITY OF FOINITA41A. STD. PLAN 3022
RECORD DRAWING
04/20/2020
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MACT NO. 10" ISCALE,
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SANPOVAIL
1 0CT. 201
JORAVANG NO.
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52M