HomeMy WebLinkAbout5438-3STORM DRAIN PROFILE "1"
110' PROTECT EXISTING 2" GAS LINE AND CONTRACTOR SHALL PLACE A 2 SACK
EX. R/W CONCRETE SLURRY BLANKET AROUND GAS LINE AND BETWEEN GAS LINE AND
55' 55' i I I I " I STORM DRAIN PIPE.
SEE DETAIL A y-
NO"
EX. R/W I 9 II
4T 47' I ! I
2 SD "1" STA 12+19.82=
L0 SD "1" 10+20.08STA 10+94.05 C.B. CL 19
too w w I I I I TC ELEV 1108.33
STA: 0 8+94.37 MANHOLE
0 to ' I ` I I i FL ELEV 1107.50
o N FRAME AND COVER ALHAMBRA I
o `° t° FOUNDRY #A-1530 OR EQUAL
,.
"0" STA. 8+75.00 +00 (BITUMINOUS PAINTER) t. , Y + `I I 4 »
" " co + I w ; I I '. { : 0 STA. • 11+06.05 "0" STA. 11+37.40
0 STA. 8+46.67 LT 22.00 N " » o I I ,I LT 22.00 TC ELEV 1008.64
a>> STORM DRAIN 1 � I I I
LT 16.23' TC ELEV 1105.56 w w / I I I I -� TC ELEV 1108.42 JOIN EX. CUgB ) EX. R/W
END C& G ,� J_,/•, I tTi h I E END C& G
TC ELEV (1105.10) N J w 22 L1 - \ . 22 I RCB 1 d I I I I _ 22I / ,:' 1;
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DISCHARGE STRUCTURE 24 _ D 1 w STA 10+83.27 i ;I
rn w rn TA: 9+57.56 10+00 �I STORM DRAIN "1" 11+00 "0" STA: 11+37.40 12+00
0 0 - 8+00 "0" STA: 8+50.00 9+00 _ _ _ ' - - - T - - ------------
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' » " -�- 1 d C.M. • � /ALLEY BLVD --- <=---- ---t- :,---- <--
L4 "0" STA: 8+46.67 ., CL STA 10+00.00 0 0 -STA-1Ot87.-D4.
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"0" STA 8+75.00 ! _) .. .<
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EX. R W "0" STA. 8+5000 1 I LT 22.00' TC ELEV (1008.70)
/ II 22 20 I I STORM DRAIN "2" 22 SD"3" 10+Oa = 22 /
�'''' . TC ELEV 1108.53 JOIN EX. CURB
ELEV TC (1105.25) ,n cn � .. � "V" STA 10+26!84 I I ' END C & G
JOIN EX. C 8y G o \ _s 24 SD "2M STA 10+83.11 1 " »
OL ER AVE + N M -i `STA: 0 9+57.56 0 =; = 22 SD 2 STA 12+19.68=
0+ o; ,n ^ • • •' + 1 d ! I ili "0" STA. 10+94.05
a + o 0 -Ln " o STORM DRAIN "
TC ELEV 1108.47 19
� oo I FL ELEV 1107.64
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N w w I I 1 I I� o S "3" STA 10+42.13
C,4N w w F�-1 I \ I 23 i I I "V" STA. 10+68.97 C.B. C 19 24 SD *2*
STA 11+75.41
0 0 0w TC ELEV 1108.56 STA: "0" 10+49.56
43 43 i . , L
N = 1-- w FL ELEV 1107.73
SEE DETAIL "A" 18 0 w
go,
SD "2" 10+35.34 a 55' I 55' ,
STA: "0" 9+09.62 MANHOLE }
FRAME AND COVER ALHAMBRA
FOUNDRY #A-1530 OR EQUAL QQ�� .. x 110' ; ' ,I EX. R/W
(BITUMINOUS PAINTER) i' - I
STORM DRAIN CL TABLE
UNE #
LENGTH
DIRECTION
L11
203.60'
SO' 21' 150E
L12
203.59'
SO' 17' 34"W
L13
35.16'
N89' 25' 10"E
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE 0
YOU DIG! ,
CALL AT LEAST o
TWO WORKING DAYS Know what's below.
BEFORE YOU DIG Call before you dig.
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
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
II
SD "3" STA 10+00 = "V" STA 10+26.84
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HORIZ. SCALE 1 "=20'
-
INSTALL 35.13' LF
24-12"
DUCTILE IRON PIPE VERT. SCALE 1"=4'
CLASS 56
10+00
10+50
STORM DRAIN PROFILE "Y
CONSTRUCTION NOTES
GREMOVE EXISTING STORM DRAIN CONCRETE HEADWALL, DRAINAGE STRUCTURE,
CMP, AND RCB
SCONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA MODIFIED STANDARD
PLAN NO. 3000. SEE STORM DRAIN PROFILE AND DETAIL "A".
GCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STANDARD PLAN
NO. 3004, W=14' Vz2% "V" SHALL MATCH NEW PIPE INVERT ELEVATION. SEE
STORM DRAIN PROFILE AND DETAILS.
20 CONSTRUCT PIPE TO PIPE TRANSITION STRUCTURE PER DETAIL "B", SEE SHEET 4.
21 CONSTRUCT CONCRETE SHALLOW MANHOLE PER DETAIL "C", SEE SHEET 4.
22 INSTALL 2-12" DUCTILE IRON PIPE CLASS 56.
23 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 (CASE=C)
GDIOAMEERSHALLB24AND HAXT CFIE �NHOL�AME AND COVER PER APWA STD PLAN 210-3.
North
OQROf E SS/p,y�
- - -= KOA CoRpomnoN
,NG G U,y e,-, PLANNING & ENGINEERING
1+ ? 3190 C Shelby Street
e No. 75793 Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
� EXP. 6/30/18
BENCH MARK:B.M. NO. 274 ELEVATION=1,244.23
SlAL
gTFI CAI �E���\P DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS
OF
SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF
THE COUNTY OF SAN BERNARDINO, CA.
Prepared Under The Supervision Of :
ol DATE:
MING GUAN. R.C.E.
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY: VALLEY BOULEVARD SCALE:
As Noted
DESIGNED BY: O LEA
AND
DAVENUE DATE:
CHECKED BY: AP OVED q DRAWING NO.: 3
DQE: ! . /� 5438
CITY ENGINEER R.C.E. 51152