HomeMy WebLinkAbout4314-69CATCH BASIN PER
CITY OF FONTANA
STD PLAN NO. 3004
MONOLITHIC CATCH
BASIN CONNECTION -
o-
ST. 1 1 +06. 29 (POPLAR)
TC 992.53
FS
\ STA. 1+03.87
I NV. 987. 4 1
(D-2000)
i
24" RCP
LAT H9
STA. 1+0 1 . 78
INV. 980. 87
\ 72"RCP
LAT H5
ST. 1 +00. 00
INV. 975. 57
LATERAL H9 DETAIL
NO SCALE
LEGEND
____---- EXISTING
STORM
DRAIN PIPE
- - - - PROPOSED
STORM
DRAIN PIPE
__--_ EXISTING
CATCH
BASIN
O PROPOSED
CATCH
BASIN
PP #4089162E
(ADELPHIA'
SEWER MH
R I M> 978. 2 1 -
i NV=968. 37
I,-'' PIPE E -W
ST. STA. 11+03.50 INT (ELM AVE)
=STA. 1+00.00 INT LAT H1 & H2
I MH SHAFT RIM. 980.50
ST. STA. I I +10. 90 (ELM AVE) FS
-4.CL CATCH BAS IN
Pslaa .
-(k 1 Irl
\N� WAR �kl Iri
�2 v 196. - -- --
�N
DRi �k1 Seo
I. I
0=2. 9 CFS
.._....�_ I - - -
U
O Orr
.4 FPS
I M
co
f'1' a °089!61E 12KV
"ADELPHIA) -
I
ST. STA. 22 1+94. 47 (JURUPA AVE)
' FS CATCH BASIN
TC 98 1. 54 -
-,- -� l .
i i I I I V � I LF -
II I) Q U Z2m re
JO 92 16000
3TA. 1+03. 00
3EG I N 1 8'' ERCP .j ;
_ATERAL U I Q
!
\r)) 1ST. STA. 11+ 0.90� CB (ELM AVE)!7'F,�
J W=28. 0' , V=8.0"
TC=980.2 1
PP *4089'6017�;V
(SCE) (A[ I HFA; --
STA. 1+34. 00
END 18" RCP
LATERAL HI
,61
I
O - --- // 7 8 i
7
1+00 2+00
ST. STA. 1 1+03. 48, 6. 00' RT (L'I NT (ELM AVE) n
=STA. 1+00.00 � INT LAT HI & H2
STA. 1+03. 00
,BEGIN 18" RCP
!LATERAL H2
I ST. STA. I 1+ 12. 10 � CB (ELM AVE) 85
'
!, W=28. 0' V=10.8'
TC=980. 26
STA. 1+22. 00
END 18" RCP
61 LATERAL H2
ST. STA. 22 1 +94. 47 � CB (JURUPA AVE) PP #'08"'''
W=28' V=6.0' 85 %(SCE) (A
61 TC=981.58'
60
CONTRACTOR SHALL' VERU F'�
LOCATION AND ELEVATION'
OF ALL EXISTING UTILITIE
PRIOR TO CONSTRUCTION
SCALE
HOR I Z: I" = 40'
VERT: I" = 4'
CURVE DATA
No.
A
R
L
T
OA
270 1 5' 56"
45. 00'
2 1. 4 1 '
10. 91,
V 1 iI - - Jni_ - --#
S-- u ICH QASIN I - - 14
♦ - 4( :vV-a -I;- - - - - STA. I +87. 12 EC ,tFoNTANA) ♦
.ADE�r Fa A,
r - ----- ' - - -- - -� - ---
R
S E RISER) !2' PIFf. i
w......._.-... � W y� .. - � 4+ __- ___ _.. _ ..._....- .. w _......._... ...._.... ___ ..-__.-- wh' ____- .-_ _.-_.... yy .._.__-..___ --.___ _ W _.___.- -.._-_ >,� __.�...-...-..._... der ..__._._ W - - -__- . �' . t +.. � --. (�: - --=__ ,q _. __ Vii--- __..... i i. _. ... ,y _._.. .__-_ -.-._ -._�-_ -- W - --__-- ri' Vr` -- W ... W ..._._.._.__ _..._..
N 00
r - - -- - - - - -- - - - - - - _ . _. _ ------ - ----- - - _ _ 1 '� END 2 4 Ref' N
_.. _.. _. __ ..._ n.__ ._
*&. JRW NRW JRv I�RW E, J,.,,, NF,vV NRW- -- - - --- NRW--- NRM-_ . - -VKW-- __ Nf;W _ _'dRW -- r - j1^J �, Ni=tW ---'--NRW---- --NRW------ NR4 ___ ..-- -
F _ � �" t� . _.. _. -- N R vV -- - - NR�-= _ _.NRW -.. - N R W-
s __- ---- __ - - C --._.._._ _.. - _ ---- ----- aPit
LATERAL
�O -s- ---------.__ __. ...... - - - - 04 O
LU !� S 2 L� 2 16 �t T sr 2� -8 -.__� - - --- --- - - - - _ P 089158E_ 12KV i
\ - ,,,�
~ ;~ Q
X19 _ I2'f ::_ 222 r - - 223 (IrGu)~
W 1?" 5S t f (SSE) ;ADE NIA) 2 2 2 6 N W
24 5 22
y 4: M ONTt1h1A) tFONTANA) I Lt_ -
W _ I �i tit=976. o TA. I +65. 7 I B (r-ONTANAI {FOrJTANA)
- 11• 1
rte) -- JURUPA AVEN E - - 1� -
JU U U -- - -
1 -_--- - -- - - ---- -- -_- ---- _ - _ - - - - -�-_ a.- W
W M LU
J '` ---- -- ` ---- ----- -- --- - - - - --------------------------------------------------------------- - - ---- Z W
LU I;
k---- G -G--- --G -G----G----- -G
------- w _+ w w _ -v� w -_ W - _ u _ _ . - w --- w �--: w w - - 4w w w w - -- -- w --- --- - w w w w =
5TL1
o PB - - - WMA - TI -T I -I i STA. 1+03.00 STLT 4„ M - STLT -
Q _
-_ - - , �� (CAS) - - -
-- -_ HT1.;_ __. - 1 BEGIN 24 RCP - - - Q
__. EWER _MH SE
_ -
RL=
�EWEF3 MH - r fit' '-I'
I r, LATEF�AL H3 \
RIM=g R - - - - - _ - - - - __._ __F?1M-985 R
7,...�7 _ l _- .89_ !
42' PIPE E -W / 1 'i--DMM�AN' 0 �� INV975.4 INV
INV 965.77
SEWER MH _% -
PIPE E -w 42„
R !►ut a�3Go 57 dl -f' V=96 : 55 GEEMH
M=991. 6
_-
INV 966.17 I i 1NV-97 .7_?
4?" OUT W ' � 4L P
.- IPE t -W �
12" & 7" I N F
I 1
INV=976.17 - '
CONSTRUCTION NOTES , "EWER MH
12`" !N E I RIM=981.46
W( _ _Jr i INV=967.46
RIM 9 42" IN E -
ii I € -INV=967. 1 q
CONSTRUCT 18 RCP (D -LOAD) PER PROFILE -
70 E E-'� I
, , I 12" & 27" OUT W
G
E N ( I I NV=976. 91
ST. STA. 22 1+00. 54, 35. 00' LT INT (JURUPA AVE) _(FONTANA) _ Iz" IN w
1 i
7 I CONSTRUCT 24" RCP (D -LOAD) PER PROFILE =ST. STA. 10+35. 05, 6. 00' RT I NT (ELM AVE)
I
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 381-I =STA. I +00. 00 (� INT LAT H3 I
82 INSTALL PIPE TO PIPE JUNCTION STRUCTURE REMOVAL NOTES i 00
PER APWA STD. N0. 332- 1 RECORD DRAv IM&
85 CONSTRUCT CURB INLET STRUCTURE PER 60 REMOVE EXISTING PIPE
CITY OF FONTANA STD. PLAN NO. 3004 61 REMOVE EXISTING STRUCTURE
91 CONSTRUCT MANHOLE STRUCTURE PER SPPWC STD. N0. 322-I SCALE IN FEET
0 40 80 120
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE JE Prepared Under The Supery I s I on Of : CITY OF FONTANA, CALIFORNIA
v O T
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT vCy ""+�°'fb., QROFESs o JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
D,
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� U wluuaM ouNc m DRAWN BY: MM DRAINAGE &UTILITY PLAN SCALE.1 "=40'
HDR ENGINEERING, INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � Exp. 9-3009 A DESIGNED BY: STA 214+40 TO STA 226+40 DATE:
BEFORE DAYS BEFORE �` BJS 12/5/2007
2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS r4r CIVIL
AND STANDARDS I N EFFECT . �' F o F c n�iF ° CHECKED BY: APPROVED BY: DRAMANG NO.: 69
RIVERSIDE, CA. 92501 TOLL FREE 1-800-227-2600 ,
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A��` Date *12/5/07 yyF Y �,� �//•� �' � 3�uDle" 4314
(951) 320-7300 I RECORD DRAWING 30 �I CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora-filsrv01\u stn pro j\200093\003\project_drawings\drainage\200093i15.dgn 12/12/2007 2:51:43 PM DFLTUSER