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74
v CONC
P 0 -
SEWER
IMPROVEMENTS
=`SEE DRAWING NO. 1679
75 76
TGT. N0. 7
STA. 74+97.38
6 EnnTNII I RI Vn /
CT 8"1 EXTRA S
L= 7 90 SrO.
77
78 79
m
ix
TGT. N0. 8
STA. 88+17.77
T_ FOOTHILL BLVD./
SECTION LINE
I�
p I I EXISTING 8" VCP SEWER AND
15" STEEL CASING PER CITY
OF FONTANA DWG. NO. 1679
sx�
PROPOSED 4 MANHOLE
it
PROP. MANHOLE FOUNDATION
q -Q J•
00,
ad I ------
!a o
• I `C . a
a• �% c
H ORZ: 1" = 40' I
VERT- 1" = 4'
FOOTHILL
BOULEVARD
APN
STATION AS -BUILT
230-051-01
75+73f
230-051-02
76+85f
230-051-03
78+36f
230-051-38
79+11±
230-051-37
80+54f
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—
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to
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74
v CONC
P 0 -
SEWER
IMPROVEMENTS
=`SEE DRAWING NO. 1679
75 76
TGT. N0. 7
STA. 74+97.38
6 EnnTNII I RI Vn /
CT 8"1 EXTRA S
L= 7 90 SrO.
77
78 79
m
ix
TGT. N0. 8
STA. 88+17.77
T_ FOOTHILL BLVD./
SECTION LINE
I�
p I I EXISTING 8" VCP SEWER AND
15" STEEL CASING PER CITY
OF FONTANA DWG. NO. 1679
sx�
PROPOSED 4 MANHOLE
it
PROP. MANHOLE FOUNDATION
q -Q J•
00,
ad I ------
!a o
• I `C . a
a• �% c
H ORZ: 1" = 40' I
VERT- 1" = 4'
FOOTHILL
BOULEVARD
APN
STATION AS -BUILT
230-051-01
75+73f
230-051-02
76+85f
230-051-03
78+36f
230-051-38
79+11±
230-051-37
80+54f
,.,-PROPOSED 4' MANHOLE
�'• EXISTING 8" VCP SEWER -HPROPOSED CHANNEL
a Q PROPOSED 8"
VCP SEWER o EXISTING 15" CASING
PHASE I- CONCRETE
SECTION rA
PHASE II CONCRETE
— I 5tt UKAWINU NU. 41ti1.
a w \ _ _ NOTES:
110 vo 7i�YtSTA. 9+OOf_ v�
3 'a N I% - 1. CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 15" STEEL CASING AND 8" VCP
I: + _' � 00 °o n to SEWER PRIOR TO BEGINNING CONSTRUCTION.
LO 33 30' Q r*--. 0.0 ^ r*-. r °' r*-. 00 x N 2. -CONTRACTOR SHALL REMOVE CASING AS REQUIRED TO CONSTRUCT MANHOLE AND
! I I Q i W Q 230-051-01 Q 230-051-02 Q = Q 230-051-03 Q 230-051-38 Q o Q = :- SAWCUT EXISTING 10 SEWER AT SPRING LINE OF PIPE AND AT PROPOSED INSIDE OF
d- ! �-- 4- �- �- t- I t-- MANHOLE ALIGNMENT TO THICKNESS OF PIPE.
o I I I (� M..
cn co cn m U) in o t� �
d 2 3 13 2 I 3 I 3 3 N 2 3. CONTRACTOR SHALL PLACE MANHOLE FOUNDATION (PHASE I CONCRETE) PER CITY OF
FONTANA STD. PLAN NO. 2001, UNLESS SPECIFIED OTHERWISE.
5
I _ 4. "AFTER SEWER IS TESTED CONTRACTOR SHALL COMPLETE -CONNECTION. CONTRACTOR
SHALL REMOVE. TOP OF - 8" VCP SEWER PIPE- AND CONSTRUCT PHASE II CONCRETE.
CONSTRUCTION NOTES: D AVENUE -
0 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER INCLUDING PCC PAVEMENT DETAIL:�'C': -
REMOVAL. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL -
No. 1008. :: _ scALE: i=2' :GRAPHIC SCALE
2 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD PLAN N0. 2001. ', 40 0 20 40 80 iso
o _ r.,
4'
3 CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL WITH PLUG INCLUDING PCC - =SURVEY CONTROL TABLE: :.
PAVEMENT REMOVAL, PER CITY OF FONTANA STANDARD PLAN NO.'S 20059 _ TGT No. NORTHING FASTING BE ;RING DISTANCE
2006, AND 2007. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. 7 9985.45 8633.38 N89'24'01."E 1~366.7��'
DETAIL NO. 1008.
_ - 8 , 9999.76 - 10000.08 IN FEET
5o REMOVE PORTIONS OF EXISTING SEWER PIPE AND CASING AS REQUIRED TO _ ` - - 1 INCH = 40 FEET-
CONSTRUCT
EET-CONSTRUCT MANHOLE AND CONNECT TO EXISTING SEWER. .
Underaround Service Alert r TKE ENGINEERING, INC. ''SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE PLAN/PROFILE REQUIRED ...IMPROVEMENTS NOT
M.SEWER IMPROVEMENT PLANS
CODE REQUIRES A DIG ALERT IDENTIFICATION -� RFCOMMENCE WITHIN- TWO YEARS OF THE
o r� �� by - - RIVERSIDE, CA 92506 DATE - OF -APPROVAL SHOWN HEREON DRAWN BY: 9CUF:
NUMBER BE ISSUED BEFORE A PERMIT TO 951 680-0440 SEWER IMPROVEMENTS �, FOOTHILL BOULEVARD
EXCAVATE WILL BE VALID No.s9984 ( ) AND CARRIED FORTH IN A DILIGENT AS SHOWN
ERING FAX (951) 6 0-0490 FOOTHILL BOULEVARD MANNER THE CITY ENGINEER MAY KSIM BY PLAN PROFILE PHASE I DATE.
FOR YOUR DIG ALERT I.D. NUMBER CALL �•9-�-� � � '
UNDERGROUND SERVICE ALERT `9� civ%�- `� AAA 10 p REQUIRE REVISIONS TO ...THE PLANS TO TMR TA. +02f TO STA. 80+61.93 JUNE 2007
TOLL FREE 1-800-227-2600 °� cA��F TE Y M. R NNER R.C.E. No. 69984 EAST AVENUE TO CHERRY AVENUE.. BRING THEM INTO CONFORMANCE WITH MUM BY: vED DAZE: DRAWING NO.:
CONDITIONS AND STANDARDS IN EFFECT. G' . �. B 8
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-08 TMR .4282 8
CITY ENGINEER R.C.E. No. 51152
CUM: CHY OF VONIANA
JOB #: 101-18