HomeMy WebLinkAbout4314-75I
I
1030
;
I
1
;
1020
015
1010
I u I u -,� IUIU
__- LATERAL L3 ___c r _--, - LATERAL L4 i •9� { _ -LATERAL L5
I
1+00 1+00 1+00
PERSDRAW I NcI'NOCP38 1 7 CITY OF FONTANA C Y P R E S S =C-rA IA+OO 1006CL 9NT6LAOT' L5T INT (CYPRESS AVE) 98
TRACT NO. 16678-1,-2,-3 & 16678 A V � A=90° , DI=D2 48", B=24"X38" RFEP
6/1 ' C=2. I ' , S= 1023.01 '
� I
MERMH
J30. 6t3 _� IW TER STA. 1+28.00
:ST. STA. 10+88.31, 6. 00 RT � INT (CYPRESS AVE) r t � TANA WATER;
9) -=-STA. I +00. 00 CL 1 NT LAT L4 X12° 2 �� '` =ST. STA. I 1+ 16. 69, 34. 00' RT (CYPRESS AVE)
A=90 DI=D2 48 , B=24 C=2. I S=1023.85
3. N A I , DROP , END 24"X36" RFEP LAT L5
; + R!M= 30° tis
+ \
INV I C)23Y 43
DP 14 111_ DROP INLET ; Xr' c'" ST. STA. I 1+ 16. 69 CB (CYPRESS AVE) 85
(SBC) � RIM=1029.64 ,��5. 0' , V=6. o'
ST. STA. 10+92.61 CB (CYPRESS AVE) 7N 1 1 P22. 64 7 vi « �� `` - - -TC=1030.86
2+00
CURVE DATA
No.
A
R
L
T
OA
30° 00'0011
22. 50'
1 1. 78'
6.03f
PP *4441445E I2KV
(SCE) ADELPHIA)
LEGEND
-------- EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
EXISTING CATCH BASIN
D PROPOSED CATCH BASIN
STA. 1 +77. 21
ST. STA. 296+86.61 �_ CB (JURUPA AVE) C85
W=2 1 . 0' , V=6.5'
TC= 1 038. 58
a6 CPA. 4' PP #4441448E. CATCH BA IIS i 1 8" R #
W=10 . W _ - _._--'-KV TC=1035° 23 END CP P 44 I4
, 1. v sE MH _ E tsuE) (ADELPHIA) ST. STA. 290+46. 08- CB (JURI A '''A 1' �
TC= I 0 -G r- - i I n P A11R1110E
LATERAL L6 i (SCE) (AD
4C< -L F'HIA) R 1 M, = 1 03 , #444!4 4E 02 ,
,- __ - --- 1 tW/STET)
INV= 102 1 . 2 � PP 40 85t� �I r
INP 8 rN N° ----- I _ W=28. 0 V=4. 5 AOE H.A) �
STA. 1+40.00 I (�>�=r:) � T. r PP #4371`399E #4441446.c 12
KV
�= - _
(SBC RISER) CSCE) (ADE? PH;A) KV PP #40885
=ST. STA. 10+88. 31 34. 00' --LT (CYPRESS AVE) (sRc ADF.I..PHIA RISER)
f
- - - - GI Y/ ,.END 24" RCP (SB� i � IA __r r GUY W v, ___ .U Y.. -I -- - - ` ' E. -i .; ` -- - - ---- H .----.._-
LATERAL L4
_,
6 I _
oI1 __ V
61,
� 12" 771E 7:__11111 -1 -
WATER
(FONTANA WATERT ` ��!.
0 1 --_
60 78 ___ -__ -. - c - -_ol f,! -. , i� _' - w. W" w w _ -_ -- -�'--
rY �� I v W - h _. - _ -
ti'u"a L� (- - ). __ - -- W - _- _ ply 7- ---- NPW- --NR - --(SRW. _..- byR�V NR'N
NRW
\y ' - _ _ _ ._.._._-. � Y IL. :- , _. �. I � ` • ti t _-� IJP ._... _.._ 65
N; A -..�. _ _ _ _ _. N R Pe _.�....- � _ y 1
N�..",q. .__...-._. _..__. -..-_ - - _....N.W " _. - �1- , , Q - -- Jul R1_..P AN
AVE t�UE
3 :_� _ �P #_SE. _ _ _.. -- ------ - _... s--- - - - _-.- .. "
1 - --- ------ - --s--
j
1' ------------ ------------ ---- ---- - -
;
t,. _ --_ - - --- ---- ----_�-I-_-=- -=-- h -297 8 -
et-- ' - - --- -- - _ - - -{-- - 296 _ HLu
_ _ -------_� = - - � 29 �7
��
-
Q -----�ca Lu
__I-�,;, 292 5E"ar MN
__..._._. -r I - - _
I 290 SDc; 29 I R I M
H- 28 W . , I - �, - _ J. 1 FFD t H 1
�,.
_ _ 0
�%% W W '�
N -- - - --
12KV U/G f :f r" I I ss I 8: IN E> - ___--------
�;: OU 1- W x� W
____ __„ _
,, - - -
( - t1, TANA _ - -_ _
(SCE) 4 X _ - x -.0 .-._
_ _ _ _. _ _ _._ _ _ _ _ - _ _ -- _ _
Lu
W--- wm.. ._ w_M _____________ _ --- ------ _ - ---._ J
v� -- _ _ - ---- --------------------------------
- _-------------_ - -- m.. m_.
_,f _ _... ------ACV �lG -.
___.________. �TLT-
W ---- --- ---- - - w F - - - _ - - --T _ ----- (�
J _. -- _. - - - --------__- t I STf r - _ _
W �y f - -_- _
._ ,...: ,,,. r _ r may,,. ....._,----.
//\J Tl 7
jI? ,G a
(� 'PS - r3 -'- I SD MAN OLEK
v u
~ --------- - - l PB f PB I B PB ` R I M=° i 37 -62
(SCE)
F8 r_._ - - -F -- I TELEPHONE U/G _ - -
D MANHOLE - -
_ _. ;-' - - _..__ N EDG O; SOX
- (SBC, - -
fi Pc \ I a R I Py1- 1 033. TO _
12KV JtG _ ( _;r
1
{2Ky �}/ SEWER MH Wi Nv- a I4° 48 I
-� - -
(SCE) 1 H �._.._ _ -_
� �" R ! M= 1030, 47 -_
N EDGE 'OE SOX
TA. 1 +07. 00
4S;E� S�� - _ � S
CATCH BAS_:_N INV=1010° I7 _ _ _. _-_- 83
_ {AI��.T TC = 1029.t;9 33" OUT W ; ! � I I STA. 1 +94. 99 _ BEGIN 18" RCP
INV= 1 024.3`3 30" 1 N N I -
30 - = ST. STA 290+38. 58, 48' LT (JURUPA AVE) LATERAL L6
{W)3;'T�a E i CONSTRUCTION NOTES
END 24" RCP LAT L3
42" RCP Sb
(EONTANA) � �, � � I � ST. STA. 296+77. I I , 41.00' RT � INT (JURUPA AVE)
! SEWER MH 70 CONSTRUCT 18 RCP (D -LOAD) PER PROFILE =STA. I +00. 00 INT LAT L6
I 3 STA. 1+75. 02 EC
RIM=103.E°4S
..a 8`'i°3° 7 I CONSTRUCT 24" RCP (D -LOAD) PER PROFILE
REMOVAL NOTES
STA. I +63. 24 BC
t T
I I � TC=1030 7g 78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. N0. 381 -
42" (NW) 02 ° S
,, I w I VU/22 S, 60 REMOVE EXISTING PIPE
TV U/G h� I ,6" (E) ST. STA. 289+49.79, 35. 83 CONSTRUCT PIPE TO RCB JUNCTION STRUCTURE PER SPPWC STD. PLAN 334-1
00 LT � INT (JURUPA AVE)
(ADELPHIA) =ST. STA. 10+34.98, 6. 00 RT INT (CYPRESS AVE) 98
Ed
REMOVE EXISTING STRUCTURE
j 12KV U/G
(t 4 -co (SSE) =STA. 1+00.00 1 N LAT L3 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3004
A=90° 1 2' 47", Di D2 48"
8=24", C=2.1',5=1022.41' 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1 SCALE IN FEET
100 241Ix38" RFEP (D -LOAD) PER PROFILE
0 40 80 120
HDR ENGINEERING, INC
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
(951) 320-7300
ora-filsrv01 \ustnproj\200093\003\project_drawings\Drainage\200093i21.dgn
TOLL FREE -qqmmw"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/13/2007
REV.
REVISION DESCRIPTION
12:29:37 PM DFLTUSER
DATE I ENGR. I CITY I DATE
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.
Prepared Under The Supervision Of :
Date :12/5/07
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY: MM DRAINAGE & UTILITY PLAN SCAB 1 "=40'
DESIGNED BY:B JS STA 286+40 TO STA 298+40 DAM
STA
CHECKED BY: APPROVED BY -DR NO.: 7 5WFY eyl_ w � o3�Z6/off' 4314
CITY ENGINEER R.C.E. 51152 DATE: 247