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9+00
10+00
11+00
12+00
EXIST. HIGHLAND CHANNEL
c
PER CALTRANS PROJECT PLANS
FOR NATE `17IIGHWAY IN SAN
ARDINO-COUNTY, IN FONTAN
AND RIALTO. DIST. 08 ROUTE 30
APN 226-1643021
OL ESMT.
13+OC
PLAN 11= 40'
14+00
SCALE IN FEET
0 40 80 120
15+00
160
16+00
17+00
18+00
19+00
. ' FLOOD
0
APN 226-164-020
APN 226-164-019
APN 226-164-018
EXIST. GAS LINE
EXIST. R/W
CO
r')
APN 226-164-017
APN 226-164-016
APN 226-164-015
APN 226-164-022
EXIST. EDGE OF PAVEMENT
0J
APN 226-163-22
V
•N
0116`41"
STREET
PROP. 10"SEWER
1
EXIST. R/W
EXIST. 6 5/8" WATERLINE
APN 226-182-009
Lci
cc
ci) co CL
EXIST.
EDGE OF PAVEMENT
EXIST. EDGE OF PAVEMENT
APN 226-182-012
APN 226-182-010
APN 226-182-011
APN 226-181-02
APN 226-182-027
APN 226-182-026
APN 226-182-014
APN 226-182-015
CO
CONSTRUCTION NOTES
STRUCT.
ONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE
ONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10
REMOVE EXIST. BULKHEAD AND CONSTRUCT TRANSITION STRUCTURE
PER A.P.W.A. STD. PLAN 340-1
SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT
PER CITY STD. DETAIL 131
OLDMILL AND CONSTRUCT 0.1' MIN. AC OVERLAY
EXAC
ELEV
STAR
ANY
PLAN
IMME
TO T
EXIST. 8" WATERLINE
CTOR TO VERIFY
LOCATION AND
ION PRIOR TO
OF CONSTRUCTION.
ISCREPANCY TO
SHALL BE
IATELY REPORTED
E ENGINEER.
GRIND 0.10' MIN.
EX 1ST. PAVEMENT AND
OVERLAY 0.10' MIN.
COLDM
-----.
5'
(MIN.)
SAWCUT AND REMOVE
r EX. PAVEMENT
(MIN.)
17/
/
/ .
EXISTING PAVEMENT
\_ NEW PAVEMENT
AC OVERLAY DETAIL 0
KNOX AVENUE
LINE "A"
1
RECORtj D
THESE ACCORD DAAWEC.:3 HAVE LE/11PRZPASED,
FURNiCHED BY ?NE MICEBI HOT BE
A RESULT THEREOF.
BENCH MARK: # 8_17
BR• ASS CAP IN THE CO CRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE CL OF LYT1,E cREEK RD,
SHOWN AS NO0'12 35 E ON RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
0
0
ro
Fi)
PHASE 1 APPROVAL
STA. 10+.00.00 TO 12+19.90 LINE C
• tPROVED BY:
CITY ENGINEER R.C.E. 51152
DATE
DIAL
BEFORE
YOU DIG
TOLL FREE
A PUBLIC SERVICE BY
ff
TWO WORKING
DAYS BEFORE
) YOU DIG
1-800-227-2600
UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
CITY
DATE
RECORD DWG
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 STANDARDS IN EFFECT.
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
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
SC
DESIGNED BY:
MA
CHECKED
MA
BY
CI
TRACT NO. 16427
KNOX AV NUE LINE "A"
ROM ±800' S. • F SIERRA LAKES PKWY TO
±200' N. F SIER LAKES PKWY
ENGINEER
R.C.E. 51152 ( DATE
ED BY:
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3401
2
10
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JA126-1662\storm\sd02.dwa. 09/18/2003 02:43:02 PM. GB.GB