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SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
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CITRUS AVENUE
sEE �� No 4
CURVE
DATA:
DRAWN BY
TMG
STREET IMPROVEMENT PLANS
TRACT N o s 14747
SEVILLE AVENUE
SCALE 1 "� 40'
CURVE
DATE
2G-51
CHECKED BY�zc
s49-
APPROVED � ��� zs IZ6
CITY ENlaIAIEER RCE
ARC
TANGNET
NUMBER
DELTA
RADIUS
LENGTH
LENGTH
Q- 11102443"
35.00'
68.06'
, 51 .32'
2
17046'31"
368.00'
114.171
57.55'
Q--
4005'31*'
368.00'
26.28'
13.15'
Q-
4005'31"
332.00'
23.71'
11.65,
Q--
17° 46'
31 "
332.00'
103.00'
51.92'
10
68035'17"
35.00'
41.90'
23.87'
1 1
17° 46'
31 "
350.00'
108.58'
54.73'
12
4° 05'
31 "
350.00'
25.00'
12.50'
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME•SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
BENCHMARK NO. 396
PK NAIL IN P.P. #1170851E NW COR.
ARROW HIQOWAY AND OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/67
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
REVISIONS:
NO.1 DESCRIPTION IENG. IDATE I APPROVED IDATE
CONSTRUCTION NOTES
Q-- CONSTRUCT (3" M i N) A. C. OVER (Y'M I N) CLASS 2 AGGREGATE BASE. [SEE
GENERAL NOTE NO. 6)
Q-- CONSTRUCT 5" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101.
Q-- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A.
6O- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD.
NO. 105A.
Q-- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD.
NO. 102 (WIDTH = 15").
13 INSTALL 5.800 LUMEN CH.P.S.U.I ORNAMENTAL POLE STREET LIGHT.
14 INSTALL 22,000 LUMEN (H.P.S.U,) ORNAMENTAL POLE STREET LIGHT.
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CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
" RS -BUILT"
CITY OF FONTANA. CALIFORNIA
PI IRI Tr IJf1RKcz flG'P 0 RTMCKIT
C7141 799-8080
25864 BUSINESS CENTER DRIVE, SUITE 'F'
REDLAN DS , CA 92374
J
DRAWN BY
TMG
STREET IMPROVEMENT PLANS
TRACT N o s 14747
SEVILLE AVENUE
SCALE 1 "� 40'
DESIGNED BY
DATE
2G-51
CHECKED BY�zc
s49-
APPROVED � ��� zs IZ6
CITY ENlaIAIEER RCE
DRW. #
�il
3
R.C.E. - 33820 EXP, fi/30/94
Me
90-069