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SEE SHEET 2 SEE SHEET 3 SEE SHEET 4
JU40"TIN STREET GRAPHIC SCALE
40 0 20 40 80 160
LEGEND:
0— PROPOSED A.C. PAVEMENT
(IN FEET)
1 INCH = 4D FT.
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE Prepared For: BASIS OF BEARINGS: Prepared By: CITY OF FONTA.NA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED 0
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SHOWN HEREON AND CARRIED FORTH IN A 980 MONTECITO DRIVE, SUITE 302 BEING: N00°33 32 W 16866 Seville Avenue `_" z CV TRACT NO. 201 a4 AS NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY CORONA, CA 92879 BEN(;I•iIVIAR�: Fontana, California 92335 0 No. 36052 r DESIGNED BY: JUSTIN STREET DATE:
DIAL. TWO WORKING
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/20 DBW STA. 10+00.00 TO STA. 15+04.76 January, 2019
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED - (���` �q ClV1CHECKED BY: APPROVED BY:.,.-,.- DRAWING NO.: �
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT 343' N/O I-210, 0.2 MILES WEST OF SAN SEVAINE RD. AYMOND 1. ALLARD, R.C.E. 36052 OF CAS-�FO� RJA ` ' ` '* DATE: 1-17-2019 5771
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL-1428-609 (expires 6/30/2020) CITY ENGINEER R.C.E. 51152 7
Filename: ACal Atlantic\Summit at Rosena\D ra wing s\FINAL DESIGN\Introct\PA 2\STREETS\TR-20154—STREET SHT 5.dwg
CURVE & LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
25.00'
—
B
110.00'
19°35'09"
37.60'
18.99,
—
C
40.00'
212' 12'51 "
148.15'
138.52'
—
D
110.00'
12'37'42"
24.24'
12.17'
—
E
—
—
50.00'
—
N 71'05;43" W
F
—
—
50.00'
—
N 76°41'26" E
G
300,00'
1938'29"
55,73'
27.84'
—