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BASELINE AVENUE
SEJ DWG. 2445 AVOCADO COUHT
3
63+23.86 j BASELINE AVE ST. STA.
=3+61.60 CL BEECH AVE. ST. STA.
CURVE
o
RADIUS
LENGTH
TANGENT
�A
90'00'00"
25'
39.27'
25.00'
O
16' 15'37'
112'
31.79'
16.00'
OH
21731'14°
50'
140.95'
130.29'
OI
9609'35'
25'
41.96'
27.84'
CONCRETE IMPROVEMENTS I BANYAN COURT
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r-41
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3+23.86 SELINE AVE
SAWCUT & REMOVE EXISTING IMPROVEMENTS 63+61.60 B F AVE. ST.TSTA.A.
BEECH AVE.BEECH AVE. 0 10 20 40 SCALE: 1=40' 80 120
GRIND EXISTING AC PAVEMENT &OVERLAY - - —
PREPARED BYREV. REASION DESCRIPTION DATE ENGR. caTY DATE
QROFEss�ay9 p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA
FIRM: raab engineering, inc. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ADDRESS: 310 S. MAPLE ST., STE. D N0. 29616 ' a DRAWN BY STORM DRAIN PLAN - TRACT 16597 SCALE. 1- = 40'
W � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
MLR
CORONA, CA 92880 °C DIAL TWO WORKING DESIGNED BY: ----,AVOCADO COURT BANYAN COURT DATE:
TELEPHQN , (951) 1072 FAX: (951) 272-0166 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp. 3/31/07 4 BEFORE DAYS BEFORE MLR JAN. 9, 2006
YOU DIG YOU DIG �kGocv Va.p�,�, M --
s Q- BRING THEM INTO CONFORMANCE WITH CONDITIONS AND DRAWING NO.: 2
29616 C CHECKED BY. AP VED BY:
9�F v I ��� TOLL FREE 1-800-227-2600 �j CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND 1/09/06 (• MLR Z
SIGNATURE RCE DATE aF CA1-\F A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PADS; REV. SD PROFILE AVOCADO CT. 1 STANDARDS IN EFFECT. I ENGINEER.E. 51152 TE: 3W 3