6961 s
20' 0 20' 40'
GRAPHIC SCALE
1 INCH = 20 FT.
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APN: APN: -101-46 I I
APN: 261-051-17 261-1 01-35
APN: APN: 261-051-15 261-051-16 261-101-34
261-051-46 261-051-47
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23.661
12.96 10.70'
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O BERM DATA TABLE
N0. DELTA BEARING RADIUS LENGTH CONSTRUCTION NOTES
1 1'17'19" 1980.00' 44_.53'
2 84'11'02" 25.00' 36.73' � CONSTRUCT 6" MODIFIED TYPE 'A' AC BERM
3 N 59'2628" E 11.90 PER SDRSD G-5
4 N 59'26'28" E 7.87' CONSTRUCT STOP BAR
5 90'21'01" 25.00' 39.42' 3a--CONSTRUCT "STOP LEGEND"
6 0'27'47" 10258.00' 82.90'
O4 --SAND BLAST EXISTING STOP BAR AND LEGEND
NOTE: CENTERLINE & RIGHT-OF-WAY SHOWN HEREON
WERE ESTABLISHED FROM RECORD OF SURVEY MAP
NOS. 9244 & 10954. SELECT RECORD MONUMENTS
WERE TIED INTO THE PROJECT COORDINATE SYSTEM
TO ORIENTATE THE RECORD MAPS.
DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING
NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT P D PUBLIC IMPROVEMENT PLANS FOR:
PLANS PREPARED UNDER SUPERVISION OF RE OM INTERSECTION IMPROVEMENTS
HORIZONTAL AS SHOWN DATE: BY: BY:
L ROY OD PETER COTA-ROBLES DUBLIN DRIVE @ SAN ELIJO AVENUE
R.C.E. NO.: DATE: DATE: %L/,Z���o
VERTICAL ENGINEER EXP.: 22312 R.C.E. N0.: 52176 WORK PROJECT NO. ____ SHEET 1
OF 1
R.C.E. NO.: