HomeMy WebLinkAbout4935-3G
U IIN-S.-M. L 8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY Of FONTANA STD. DWG. NO'S. 2000, 2001 & 20,03
I,N&TALL TEMP. 8-" END PLUG.
REMOVE A0 REPLACE EXISTING AC PVMT. PER CITY STD. 1008
C
HAWK RIDGE AVEN
SEE ON 87E SEWER PLAN
DWO. NO. 49M, SHEET 7
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PCALE- = 1" = 40'
SCALE.- I
DUNCAN CANYON ROAD
SEE DWG. NO. 3801, SHEET 7
BENCH NGS: EV9118 BASIS OF BEARINQ,&,
1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST
NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1 :311
18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S.
OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE
MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD
CENTERLINE.- AND HAS A SEARING OF N89'22'55"E.
ELEVA A"
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REVISION DESCRIPTION DATE ENGR. CITY DATE
CITY OF FONTANACALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OR,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL L SEWER IMPROVEIVIEW PLMS
MADOLENI
9302 pTTsBuRGH AVE.,AvEsuffE 23o DRAVM BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Uj N®, 36637 RANCHO CU CAMONG& Cjk 9130 CB/CV TRACT NO. 18824 ili 40'
� 11p: -rigineerhi Communities for Life PHONE- 909.41.632,2 OFF-SITE SEWER PLAN DATE:
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EX 06-30-12 FAx: gog.4at632o DESIGNED BY.
If CB COYOTE CANYON R6&,TAF4,lAN WAY NOV. 2011
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C/Vo-
C A U !-CHECKED BY: AIS.- VED BY.
DRAWING NO.
50 v- 3
STANDARDS IN EFFECT. viEkbELL L [WATSURU 4935 6�)
RCE 36637 EXF.6- 30-12 T M CITY ENGINEER R.C.E. 51152 DATE
J: \1-26-2bOO \sewer \'Sewer0tisite \,SewerU,3(-)S.dwc�. 5', 181/2012 4':2:2`3:34 PM, djavier