HomeMy WebLinkAbout5441-5PROP. C & Gl I PROP.
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CONSTRUCT 111.06' LF
STA 8+25.00
10+00
10+5D 11+00
STORM DRAIN PROFILE"!"
11A
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10+00 I -SO 11+00
STORM DRAIN PROFILE "2"
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VERT. SCALE 1"=5'
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23 SEE DETAIL "C"
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OURET SiRUCNRE
STORM DRAIN "2"
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DISCHARGE STRUCTURE
STA ETSA 8
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DRAIN '3'
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STA8—L28 MANHCLE FRAME AND COVER
ALHAMBRA FWNDRY IN 153) OR EWAL
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UNDERGROUND SERVICE .ALERT (USA)
ITS THE IAWI
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
50 '3• STA 10+�1.94=
_ TC ELEV = 1036.41
o FL ELEV p n58
PRE. SW PROP. CIS
Cii PROP. AC _,_�I
18'V X 24"H — —
0215 --_--
SHALLOW MANHOLE 4w
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Ie27
INSTALL 51.94' LF 12"
WCiiLE IRON PIPE CtA85
HCRIZ. SCALE 1'=20'
VERT. SCALE i"=5'
SD •3 •V" STA 10+2?12
iQ+00 10+50 1".
STORM DRAIN PROFILE "3"
CONSTRUCTION NOTES
O4 REMOVE EXISTING STORM BRAIN INLET CUTLET LOCAL DEPRESSION, CONCRETE HEAD
WALL. MANHOLE, CMPA, AND RCS,
OCONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STANDARD PLAN NO
3000.
OCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STANDARD PLAN NO.
3004, W-14 H 0.83 Va21' V" SHALL MATCH NEW PIPE ENT E.EVA`ION SEE
STORM DRAIN PROFILE AND DETAILS. ONSTRUC'OCA DEPRESS'CH PER C'Y OF
FONTANA STANDARD PLAN NO. 3003 (CASE C).
OCONSTRUCT RCS TRANSITION STRUG JRE PER DETAIL "B`, SEE SHEET 6,
OODUCHUE
AND PLACE NEW 212' DUCPP CLASS LERW PIPE �A 02GS SEE STORM DRAIN PRTRACTOR STAILL MEN— E�XSEY3P. E
20 'CONSTRUCT RCS 12'V X AR'N SEE STORM GRAIN CHILE i AND STORM DRAIN
ROOLE 2
ZOt CON OCT CONCRE'E SALLOW MANHIXE HER DETAIL A" SEE SHEET 6.
22 CONSTRUCT TRAFFIC RATED MANHOLE FRAME AN
D ..OVER PER APWA STANDARD
PLAN 210-3, DIAMETER SHALL SE 24" AND H 4" MAX
23 CONSTRUCT DISCHARGE STRUCTURE PER DETAL "C" ON SHEET 6,
LINE TABLE
LINE / LENGTH DION, n
o 44.2V — 13' 14'W
LJ J3.12' S00' 12' 521
L8 1Ot.ST N00' 09' SJ'E
t9 54.44' B- 55' OB'E
RECORD DRAWING
w 06/0712023 9:03:17.AM
SH C CONSIR TIOO. TH`c R LI EO
IMP C\E�1 M1T CCC NOT 44 ENC� }y TMM1 !M„40 ///� ,^` Ili\
YEAS OF HE DATE CF APPROVAL S-IGVlN HEREON
AND C RRI C FORTH 1\ A DIUGENT %AANNlR, -HE I
CITY RGINEER MAY RE RE REVn TH_ !
Pl ANSI TO BEING THEM IN-0 CONFORMANCE A_T',-I TeC,n I m._wcsr r£_r _T:,.�. .1
ST.ANCARDS IN EFFECT.
North
c zD 4G
SCALE r=2o'
FONTANA, CALIFORNIA
STORM DRAIN PLAN
ALLEY BOULEVARD u Not=
AND
ALMOND AVENUE