HomeMy WebLinkAbout3159-2CONTRACTOR TO VERIFY EXISTING ELEVATION
AND REPORT ANY DISCREPANCIES TO ENGINEER
PRIOR TO CONSTRUCTION.
1 1, N., 4
�� Nr%-/
MAGNOLIA WAY
A O
REV.
e
AROMA N"
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT L
SCALE IN FEET
80 120 160
8
DELTA/BEAFM
RADIUS LEN./DIST.
TANCiENT
A N 69'06'42 W
15.99'
18+56.87
37'48'40"
316.90' 209.13'
108.53'
C 19'37'29"
295.00' 1 101.04'
51.02'
Df07'08'02"
805.00' 1 100.23'
50.18'
CONSTRUCTION NOTES
1O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48").
2O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
3O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
4O INSTALL BACKFLOW DEVICE
6O CONSTRUCT CONCRETE ENCASEMENT PER A.P.W.A STD. DWG. NO. 225-1.
REVISION DESCRIPn0N DATE I ENGR• CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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
iLCCMLJ DRAWINGroti STANDARDS IN EFFECT.
BENCH MARK: #8-17 CALTRANS
BRASS CAP IN CONCRETE S.C.E. TOWER
LEG, 343' N 0 HIGHLAND AVE., 0.20
MI. W/O SAN SAVAINE RD. , 2.65 MI.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
OF SECTION 26, T. 1 R. 6 W. SAN
BERNARDINO MERIDIAN SHOWN AS
"AS BUILT"
W ALONG HIGHLAND AVE., FROM SIERR
N89'37'36"W ON A MAP FILED IN BOOK 88
18+56.87
AVE.
FI FVATIQN- 1428.6090
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNADINO COUNTY
59
Q - `ql
3
No. 62183 N
Exp: 9-30-05
9r ci V i%-
FOFCAL �F�
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date : -%'ZZ'bL
YES
60
DRAWN BY.
D.L.S.
DESIGNED BY:
D.L.S.
CHECKED BY-
61
E.F.(
R.C.E. 62183 EXP. 9-30-05
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
58
18+56.87
NO
59
17+70.35
YES
60
17+45.45
NO
61
16+60.66
YES
62
16+39.22
YES
63
15+50.66
YES
64
15+30.51
NO
65
14+32.04
NO
66
14+12.04
NO
67
13+31.43
NO
68
13+11.43
NO
69
12+44.86
NO
70
15+62.21
YES
71
16+42.21
YES
72
16+63.65
YES
73
17+60.25
YES
6
CITY OF FONTANA, CALIFORNIA
SEWEK PLAN
TRACT NO. 16095 AS SHOWN
DATE:
MA OLIA WAY APR 2002
PRO BY: DRAWING NO.:
2
CITY ENGINEER R.C.E. 51152 DATE 3159 9
J:\826-1171\sewer\sew2.dwg, 07/16/02 04:08:37 PM, cb