HomeMy WebLinkAbout4313-91STA. I0+00.00 CALABASH SEWER PROPOSED
# ........ [APPROXIMATE
CL MH 5 STA 23+71.35 JURUPA S GROUND OVER SEWER
EWER �- STA. 1 1 +50. 00
L__..., I EXISTING-- . - _TOP 920.20IM 917.70-- �UT
OUND OVER SEWER
::�
CL CLEAN 0
t
920- -
920
8'' VCP W ii j I i
NV. 910. 93 -- } - - -- ----
i
I
1
i
i
10+00 11+00 12+00
;3 LINE "E"
11/ l.V1Ylr f1G.�J I VIV UV I IV I J '
10+00 11+00 12+00
LINE "F"
CONSTRUCTION NOTES
EX I ST
i � R/W
PROPOSED t0HL, i -i�--.EX IST aR/WI I I I I I I�-SAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT
R/W PER SSPWC STD. PLAN No. 1 33- 1 .
3—CONSTRUCT 8" VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN.
10+00.00 CALABASH SEWERCONSTRUCT 4' DIAMETER PRECAST CONCRETE SEWER MANHOLE
= + 4 I I ; ; , i PER SSPWC STD. PLAN No. 200 2.
i 23 71.35 JURUPA SEWER !I
i W� I ! CL MH N0. 5 6� CONSTRUCT SEWER TERMINAL CLEAN OUT STRUCTURE PER SPPWC STD PLAN No. 204-0.
� I NSTALL SEWER CAP. SIZE PER ADJACENT PIPE.
ZLu
I , '
PROPOSED
6' Wx 1 00' L
R/W GENERAL NOTES
PROPOSED I i
�R/W w '
I II j EXIST
BUENA V I S T A 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
- I R/W ---� I ; I I i PRIOR TO CONSTRUCTION.
fI „ CALABASHAVENUE
I N ,
ISI 2. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE INVERT ELEVATIONS PRIOR
>. Jf
AVENUE - i i i i�`'h 1i --- ---- TO BREAKING INTO THE MANHOLES.
i , i - - - - - - 6' Wx 50' L
:-fV--�— . _ ..'a4'- - M ! ry- i ---------�-------------- 1
r r/ g /' N m- I ( I !- �� - 3. WHERE ADDITIONAL R/W IS NEEDED NEW SEWER HOUSE CONNECTIONS SHALL
EXIST ! � ���=-" � � " i _ '- I I I ! ! I
R/W „ -aa- ------------ ------ -----, ---- .
--�� _.�---1.(_---_-- -------- ---- ---------F—
BE EXTENDED TO PROPOSED R/W
T
i — 2 C4
r, r 4. ALL SUPPORTS FOR CONDUITS ACROSS TRENCHES ARE PER SPPWC STD PLAN No. 224-1.
OO ,----- --- — --------------
711 -
-.1
a ! f�to
co __; 5. ALL SEWER P I PES LAY I NG I N TRENCH PER C I TY OF FONTANA STD PLAN No. 1008.
PROPOSED R/W -
6 F—
INL i ! N I
�I�= I� I I wl� OO
O
I I I I ii I ii`'L* w L Q
I I + LIJ
1
I I I II W U
,I€ i w
I- w 6
V) (f)
> a
Iv> Iff
a
Of
i _- _- rt-
EXIST
w
R/W M
,: i I r •I —11 I I� i � I I'; — ll€I / m
O N O
O .z
O 00 =
O +�
O ~V
SCALE IN FEET
4
0 40 80 120
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s I on Of
A � .� CITY F F NTANA, CALIF RNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTQROF Ess o J U R U PA AVENUE STREET IMPROVEMENTS
o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `�` �� DRAWN BY:
WILLIAM DUNG WA SEWER PLAN SCALE: 1 I' =40'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� - No. C !3 m
PREPARED BY: DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � DESIGNED BY: DATE
BEFORE DAYS BEFORE Ex 9-30-09 ,� AGD LINES "E11 AND T11 12/05/2007
HDR ENGINEERING, INC. YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS i .� sT CIVIL �,P
2280 MARKET STREET, SUITE 100 TOLL FREE I-800-227-2600
AND STANDARDS IN EFFECT. ¢. 'TF of CNS- 12io5io� e t
a
DCHECKED BY: WF Y APPROVED BY: / DRAWING NO.: 9 1
: ice. �.�t�`r„c
RIVERSIDE, CA. 92501 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4�'%'-r � 34d /o 4313 47
CITY ENGINEER R.C.E. 51152 DATE:
\\ora—fi1srv01\ustnproj\200093\003\project—drawings\sewers\200093s11.dgn 12/6/2007 2:55:02 AM F)FI TUSFR
I
I
!
!
:
i
I
I