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SOUTH HIOHLAN� A VENUE
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BASIS OF BEARINGS
THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
BERNARDINO MERIDIAN, SHOWN AS N 89'39'56" W ON
TRACT MAP NO. 16078, FILED IN BOOK 281, PAGES 69
o THROUGH 72, INCLUSIVE, OF MAPS, RECORDS OF SAN
HERNARDINO COUNTY.
N
BENCH MARK: CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG 343' N/0
7 HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. IN SOUTH
> CONCRETE BASE OF S.C.E. TOWER 19.5', 2.65 MI. W ALONG
� HIGHLAND AVE. FROM SIERRA AVE.
co
rq I
0
CD I ELEVATION: 1428.6090 (FT.)
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
80
C U RVE DATA
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
8'?'54'15'
35.00'
54.92'
34.94'
C2
90'00'00'
10.00'
15.70'
10.00'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o �gOFESS/pNq�
COMMENCE WITHIN TWJ YEARS OF THE DATE OF APPROVAL ��`` LOUIS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, GUTIERREZ z
, No. 28501 m
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 9 EXP. 3-31-10
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.I �gIF�FECA� FO��
a .r
ar
Z
12'
52'
40'
33'
STREET Ct
FROM STA. 12+801 E'LY
0.50' 6' 5.5' 21' 19'
S.2.87% MAX. (0.77%)
to EXIST. MEDIAN CURB
1.0% MIN. �
-�L 2.89%)
5 2 4
EXIST.I A.C. PAVEMENT
S0. HIGHLAND AVENUE
N.T.S.
T.I. = 10.0
TYPICAL HALF SECTION
Prepared Under The Supervision Of :
SANDERSON-GUTIERREZ
CIVIL ENGINEERS & LAND SURVEYORS INC
10050-A 6 TH STREET, RANCHO CUCAMONGA, CA 91730 DRAWN BY:
(9r9) 980-1211 J.N. 06-038 CAT
DESIGNED BY:
EBB
Date CHECKED BY:
LOUIS GUTIER EZ R.C.E. 28501 EXP. 3/S1/f0 V-1:1 LTG
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SOUTH HIGHLAND AVENUE SCALE: 1„ = 20'
FROM SAN NE TO 330' E'LY DATE: 6/5/08
APPR D BY: /) / DRAWING NO.: 2
Clqa ENGINEER R.C.E. 51152 DATE: 4773 3