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SWALE/TOP OF SLOPE
PAVEMENT SECTION SHALL
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SEE CALTRANS PLANS, (0.45' AC
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MH PAVING DETAIL
N.T.S.
SCALE IN FEET
80 120 160
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oc
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CONSTRUCTION NOTES
JOIN EXISTING MANHOLE
CONSTRUCT 15 11 VCP SEWER
CONSTRUCT 12"' VCP SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112
GRADE AND CONSTRUCT PER MANHOLE PAVING DETAIL, HEREON.
bLNUH MANr\: BASIS OF BEARINGS:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C-E. TOWER LEG. CITY OF FONTANA, CALIFORNIA
343' N/O HIGHLAND AVE., 0.2 Mi. WIO AN THE BEARING OF N 0- 17' 40- E,
SEVAINE RD. IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19�5, 2.65 Mi. W. ALONG CENTER LINE OF CHERRY AVENUE
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090 DRAWN BY- SEWER IMPROVEMENT PLANS SCALE: PREPARED IN THE OFFICE OF kF. MADOLE AND ASSOCIATES, INC. LT DESIGNED: AS NOTED
OF THE INLAND EMPIRE kF. SOUTH FRONTAGE ROAD
10601 CHURCH STREET STE. 107 No. 1440814 CHECKED. DATE:
RANCHO CUCAMONGA, CA 91730 STA. 20+73.81 TO STA. 31+24.46
PHONE (909) 948-1311 Up: 3-31 -01 R.D. JAN. 1999 ? civiv JOB NO. DWG. NO. SHEET NO.
ENGR'S Wbkz" 4- S- - OFF' 126-964 APPROVED 2704 4 OF6 REVISIONS APPROVAL DATE CITY DATE M. MADOLE R.C.E.14814 - DATE CITY ENGINEER R.C.E. 25126
APPROVAL I I r-,"4 I
PLOT DATE: 1/1 3/99
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E.P. (FUTURE)
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R/W
PROPOSED GROUND
PER CA�TRAN!;
EXISTING GROUND
PROPOSED F.(
SECTION A -A
N.T.E.
E.P. (FUTURE)A
i -o
(n!j
0
a. uj
0 [L af
2:1
A
R/W
SWALE/TOP OF SLOPE
PAVEMENT SECTION SHALL
MATCH CALTRANS SECTION
SEE CALTRANS PLANS, (0.45' AC
A PAVEMENT OVER 0.55 CLASS 2 AB)
MH PAVING DETAIL
N.T.S.
SCALE IN FEET
80 120 160
w
w
Z W
w
U)
oc
0
I
CONSTRUCTION NOTES
JOIN EXISTING MANHOLE
CONSTRUCT 15 11 VCP SEWER
CONSTRUCT 12"' VCP SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112
GRADE AND CONSTRUCT PER MANHOLE PAVING DETAIL, HEREON.
bLNUH MANr\: BASIS OF BEARINGS:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C-E. TOWER LEG. CITY OF FONTANA, CALIFORNIA
343' N/O HIGHLAND AVE., 0.2 Mi. WIO AN THE BEARING OF N 0- 17' 40- E,
SEVAINE RD. IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19�5, 2.65 Mi. W. ALONG CENTER LINE OF CHERRY AVENUE
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090 DRAWN BY- SEWER IMPROVEMENT PLANS SCALE: PREPARED IN THE OFFICE OF kF. MADOLE AND ASSOCIATES, INC. LT DESIGNED: AS NOTED
OF THE INLAND EMPIRE kF. SOUTH FRONTAGE ROAD
10601 CHURCH STREET STE. 107 No. 1440814 CHECKED. DATE:
RANCHO CUCAMONGA, CA 91730 STA. 20+73.81 TO STA. 31+24.46
PHONE (909) 948-1311 Up: 3-31 -01 R.D. JAN. 1999 ? civiv JOB NO. DWG. NO. SHEET NO.
ENGR'S Wbkz" 4- S- - OFF' 126-964 APPROVED 2704 4 OF6 REVISIONS APPROVAL DATE CITY DATE M. MADOLE R.C.E.14814 - DATE CITY ENGINEER R.C.E. 25126
APPROVAL I I r-,"4 I
PLOT DATE: 1/1 3/99