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16-W 40M --- 4600 w1w 50+w PLAN I'= 40' 54F -w 56+w
GONSMUCTION ni INSTALL 18' V.C.P. EXTRA STRENGTH SEWER.
lu ou IgT-u it?u
b CONST. STD. 600 PRECAST MANHOLE PER CITY STD. NO. 112.
INSTALL 8" V.C.P. EXTRA STRENGTH SEWER LATERAL.
10 INSTALL 8" V.C.P. STOPPER.
REMOVE & DISPOSE EXISTING SEWER UNE & MANHOLE.
s
op rj REMOVE PORTION OF MANHOLE AND BLOW SAND
OP. 11 i i I f
ON SEWER PIPE AND SLURRY Fill REMAINING
POR11ON OF MANHOLE PER DETAJL ON SHEET 1.
ew -
20' 20' 120
112'
108 - 0,;�- 106 Jo's
9 114 1 11,3 1 7-1, 110 10,9 10,
187 'Mi 1 64
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114
1529 INV66-
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L IN I t-' L L I'l A t-' 1 0 L
4P
JIP L
04- FUTURE
4,90w jo CYPRESS AVE.
18 Sl ERRA LAKES P A R K W A Y
14 a. �,t "Ye
, our%^-
TEMPORMY E—EAS %'CR
i. AT MANHOLE ji, iNsTALL. Bow WYE Am a" ELBOW AT m EXISTING souTHERLY all tAwx
2. ATrACH 80 FLEXIBLE HOSE TO 80 ELBOW.
3. PLUG INLET PIPE AND SANDBAG EXISTING UPSTREAM MANHOLE.
4. INSTALL 180 X 8* REDUCER TO THE EXISTING 18m SEWER APPROXIMATELY 100' EAST OF MANHOLE
11 AND ATIACH 8- FLEXIBLE HOSE.
5. REMOVE SANDBAGS & PLUG AT UPSTREAM MANHOLE
S. INSTALL PROPOSED SEWER UP TO STA, 67+90:k.
7. PLUG INLET PIPE AND SANDBAG EXISTING MANHOLE AT STA. 70+87.6&
& INSTALL PROPOSED SEWER AND CMCT TO EXISTING SEWER AT STA, 68+67.77. WHEN DONE
RW4 SANDBAG AND PLUG AT THE UPSTREAM MANHOLE
9. REMOVE TEMPORARY BY-PASS AND FIX THE 8- SEWER LATERAL. AT WME 11. BWILL AS
REQUIRED.
WORK SHALL BE DONE DURING OFF-PEAK
FLOW HOURS TO AVOID INTERRUPTION
OF SEWER SERVICE.
le.b 0 41,
AAAARAAF
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
WASM DEMW70 DAIE I am aly DUAIXE
0!%W% 17�, y SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
i
AN
�L-RE RD lun 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.
EmEm
— MAFVj No. 615 BABB OF BEAF*M
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06'E ALONG
OF CITRUS AVE. AND LOS CECROS THE No, LINE OF SEC. 30, T.IN,,R.5W
AVE, IN POWER POLE NO. 9011E S.B.M. PER R.S. 59/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE, THE BASIS OF BEARINGS FOR THIS
EMATIM 1467.59 PLAN,
I
Prepared Under The SupeNsion Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
No. 62193 10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
Exps 9-30-05 PHONE (909) 948-1311
cl I
Dote lo-* 7 -
RCE 6218311 EXP. 9-30-05
RECORD DR"JIN G.
THESE REM— RO DRAWiNG3 HAUE BEEN FFFPAPIED5�
PART, 0',l TVE Sk3iS OFfIN'FORMATION CM-PLiEf) AN0
FIUAMSH�--I) BY OTHERS. THE ENGINEER WILL NOT BE
pE,Sp(-
jNS113LE pon ANY ERRORS OR OMISSIONS WHICH
FAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
-* . MSULT THEREOF
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMEW PLAN
WAlN TRACT NO. 15908 9CML*
SWCFB/Di I Is = 4W
mvm ". SIERRA LAKES PARKWAY DAID
CFO FROM -,STA. 46+24.74 TO STA. 57+50.00 jM em
Z .4
" MSCL "1 8 (���Ave ff it, -oz WAWNG N(L' 2
CITY ENGINEER R.QE 51152 DATE 3238 3
J:N826-1163\SLPrwyRealignNsew2.dwg, 11 r2or,�m 01:24:16 PM, MA