HomeMy WebLinkAbout4313-92I I ► I
i
_`- 4
I
,
�- �- -_- -- --- - ROPC�SED � - � - STIA 10+ 00� 0� L MFi 45-
-------
_-.-- __. _.... ROU D
! f A PROX I MA E E I T I N
r -
I
R _
G OUN�-bV SW - -- - — --- - - - — — -
t
i
I
!
I
FUT E IS
....... Or 9 -------
PROPOSE ( J.-
7 7 CL- H G R 0 NV E R -� SEW R-�--
- - -
t
-I- .
U -- --
I I
I
-Ifl1
i f
'C M i 45 8 i
. O E IST L OP 9
S A 0 �
I
I
� � I I t
� �4�. 3 r
4 { � t I LEA -OUT i ! I
RIM (orl
344.26 I } , ! ,
f — -- r
i
—
777
!
_.-- _---- _... _.. _-_._ - _..... __ ._. __ .._...... j._.... _. _.._... __ _..._____ ....-_-.... i _ i ...__ _. ____.._ .__ ...__ _-- - ___._ _ ....__ _. __ -__ _ _._.. _-- ..__ _. _-_._ ___....____ ._ _._ - _ _ .._- __ __.-- _._._-- _ _ __._------..._.__.
W I I ,
OF
S c9
00
1., -� --- - - — r- i—; —j - - .. - - r I t—
�. � 93 8 }- I ... _ --_ j t i
i
i s
C-
VA
I ,
, I- I
l
E -
d l �
I I i S I ! 4
l { -- __-- ---_. _- - . _ _ -- - _-- --- _ _ _ - _ _ _.-- -- - - --- _.-- .-___ . - - -- _-_ _...___ __. -- -- .. _-_ ___. _ _ _ ___ _.__ ___.._... __ .... --------
.51-01.0
4 f r 4
�,t ! � � i �8 C � 1
f
i i I
i
I ! _ _ _ _
I
, I
- - # 9 - , tl ;-
I I---- 4 „ I j ,-
- - ! - - --- _ .__. - L -- - - _ .. ---- _ -.. -- - .. _ _ _ __....-ILI. - -- _ —
I
0 a4 0.
PHAS
-- --- - -; INV. : (9 3 .216
ID
_0
1
-
t � �- 1 }
i
f -
t f k
f
-- - - ; ---- --- X930 i { . I •! •; - - � �; 93 r-- X05- ! I , I>
i
i !
I
!
! f al
I ,
,
I
_4CN
SCALE
! I I
�i,
ST J__ �6. 7 LF _ OF 8 { _ . C N i8 _ _ . _.... T. 6
f
i > > I i HOR I Z: 1 " = 40'
1 j
i
PI X1'R STR NGT C!� �(TI�A S R N T!� V P
TH VC � �/ E �
T,ASRN l
�. i _. _ I T VERT:
i I ! I i - ...
10+00 11+00 12+00 10+00 11+00 12+00
LINE " H " CONSTRUCTION NOTES
II, LINE G
_� ,a II IIIf;
k ! f Lin
'--SAWCUT REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT
I _` PER SPPWC STD. PLAN No. 133 I.
II I
!_ (k)—BREAKING INTO EXISTING MANHOLE PER SPPWC STD PLAN No. 208-1.
� ,-l- � � I I , EXIST 6 , ,4 I I I (,l
CID Z 1 f '� I j 1 I i! R/W ' i1 I "' �CY t CT ii
I" { -" 5 �—CONSTRUCT 8 VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN.
I+ z \� I t� �. { i 1 J w
II 1�- O ;� III 1
j ; f I : 3 FUT �—CONSTRUCT 4' DIAMETER PRECAST CONCRETE SEWER MANHOLE
Ln
w a I ''� i ! XISTF) PER SPPWC STD. PLAN No. 200-2.
�;i !
3 Q H Q
w~ N J I I; f,, i PROPOSED o !; I I I I! " 4.` I d
cn J� i I f I i, ! �� ' I c4,1- z �—CONSTRUCT HOUSE CONNECTION SEWER PER SPPWC STD PLAN No. 222-1, TYPE A.
I R/W o ` , � i
;, II rn EXIST ;i, i II
ot,, I I ! R/W , , ( —CONSTRUCT SEWER TERMINAL CLEAN OUT STRUCTURE PER SPPWC STD PLAN No. 204-0
I
s!i�
:i11i it I I II� O WO
,1, !� , , I o , Z(t)---INSTALL SEWER CAP. SIZE PER ADJACENT PIPE.
!II i I,II M 6
~ ` `° I '! ! + > " o t° = 8 REMODEL EXISTING SEWER MANHOLE BASES PER CITY OF FONTANA STD PLAN
N �;,� I f I It l — Z I I {
O E- l � � m I I 1.' - - I { ; ; � � � ' o + � PROPOSED `-'
i - + N No. 2003. CASE NUMBER PER PLAN.
€i �!� I I O N-1 R/W
O X 73
i'!' i' �'; I ; I ', I ' I 4 ► �I " O 0 9 CONSTRUCT BLANKET PROTECTION FOR PIPE PER SPPWC STD PLAN NO. 225-1
o+w� Ii �;,� �t t,Z !fII f, II
_ II
________M_� I - . I i O O ( FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) .
—R �� B
EDW — '
GENERAL NOTES
EXIST f-t� - - W
I AVENUE
Y-- I f " I. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
R/W
"----- - ----- -------"-----------`"-'-'-'-'-_-- � PRIOR TO CONSTRUCTION
r 10 -_ - F I f j -- --- --1---------- - -- - - - - .
- _ ---
I ._ . -
I> , ,___ ,m _, __•n..-._~ -- -- ;` Cj�'i ! �! I I ° - 2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
- _ - TO BREAKING INTO THE MANHOLES.
- I
----------_—_---------------------
i/ m
- 3. WHERE ADDITIONAL R/W IS NEEDED, NEW SEWER HOUSE CONNECTIONS SHALL
g -----=, r ; =-~=- -7 ---------_ _ - - -_ - -- -------2 BE EXTENDED TO PROPOSED R/W.
II
_ ,
woo0 6' Wx200' L I— 1----- J % . --- f._ _... -
- t -�w W_
, �w -T -- __= _T — 4. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-1.
I
Ln00 z I I 3 __.._..-- -- - �- ' - - 5. ALL SEWER P I PES LAY I NG I N TRENCH PER C I TY OF FONTANA STD PLAN No. 1008.
3 4 l4 i II w w In -- I 6' Wx 100' L
t1 N cn ! ' I W W ------
+
H ( t i
fl p Q O �� i � �
oaw ! ' I I EXIST PHAS
o I 0 6 �'f �� v I {i I i t 4
I'l . _r I, i I I O Q�
3 ,
> cn , I H R/W f�
- Z o N rn ,'I�!'r z If!I
W �— ,I 11'
zw— t � I I �I I � rn n I I� I f �l i OPOSED
II +> ('+) -� R
N co I I I O . - Z I� j�i ' I.4
{I ,
V ll o O - - _ -' _ _.
I� EXIST='
xwo1 f i
11 I O 02 7
wo-z I, III m + � �! I f
I I I + O
o- w 5
t ! _
LA
SCALE IN FEET
�-- PROPOSED 1 I I l �I I{ �1� rf
R/W 0 40 80 120
p REIM ME � UT Prepared Under The SuWrv18Ion Of : CITY OF FONTANA, CALIFORNIA
O IEUA REVISION 719109 f'r% � p4 r pF E S S
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ""'"'�o JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, t V WILLIAM DUNG m DRAWN BY: WA SEWER PLAN SCAIE
w No, C 5715
I'"-40'
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO A DESIGNED BY: „ „ „ DATE:
PREPARED BY: BEFORE DAYS BEFORE - AGD LINES H AND G
HDR ENGINEERING INC. YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS I T (ONS s, CIVIL P
12/05/2007
2280 MARKET STREET, SUITE 100 TOLL FREE 1-800-227-2soo AND STANDARDS I N EFFECT. �� l t�4 4rF OF C `_0� CHECKED BY: APPROVF�Y. J � a31�/off DRAWING NO.:
� f�'4313
9 2
RIVERSIDE, C14.92501 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
A� Data If 12/05/07 WF Y F -oz 4 3 1 3
CITY ENGINEER R.C.E. 51152 DATE: 47
\\ora—filsrv01\ustnpro j\200093\003\project—drawings\sewers\200093s12.dgn 12/6/2007 2:55:03 AM DFLTUSER