HomeMy WebLinkAbout4281-27TGT. N0. 8 TGT. N0. 9
STA. 88+17.77 STA. 88+64.14
Q FOOTHILL BLVD.
STA. 10+00.00
q CHERRY AVE.
TGT. NO. 10
STA. 101 +84.40
FOOTHILL
STREET IMPROVEMENT CONSTRUCTION NOTES:
O7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED
AGGREGATE BASE.
@CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
15 CONSTRUCT 4" ASPHALT CONCRETE DRIVEWAY APPROACH OVER 95% COMPACTED NATIVE.
BOULEVARD
SURVEY CONTROL TABLE:
TGT No. NORTHING EASTING BEARING DISTANCE
9 9999.70 100004008 S89048909"E 1320.26'
10 9995.21 11320.32
()R D
GRAPHIC SCALE
40 0 20 40 80 160
(IN FEET)
1 INCH = 40 FEET
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT
F Y CODE REQUIRES A DIG ALERT IDENIIFlCATION RIVERSIDE, CA 92506 STREET IMPROVEMENTS COMMENCE WITHIN two YEARS of THE STREET IMPROVEMENT PLANS
NUMBER BE ISSUED BEFORE A PERMIT TO DATE OF APPROVAL SHOWN HEREON W►wN BY: scuF:
EXCAVATE WILL BE VALID I ~ No.89984 A � '� = (951) 680-0440 FOOTHILL BOULEVARD AND CARRIED FORTH IN A DILIGENT SIIL FOOTHILL BOULEVARD AS SHOWN
' FOR YOUR DIG ALERT I.D. NUMBER CALL �p,g_3o-pg ERING FAX (951) 68 —0490 MANNER, THE CIN ENGINEER MAY o�m BY: STREET,IMPROVEMENT PLAN
EAST AVENUE TO CHERRY AVENUE � DAM
� ����� .� � REQUIRE REVISIONS TO THE PLANS TO TMR S 0 0 TO STA. IOO+OO.00 NNE 2007
UNDERGROUND SERVICE ALERT 9iF ��':lTElER;Y"jM
` ° BRING THEM INTO CONFORMANCE WITH
TOLL FREE 1-800-227-2600 Q` ��� RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �M BY: er: � uA�: oRAVANG No.: 127
TWO WORKING DAYS BEFORE YOU DIG Rev REVISION DESCRIPTION ons orcR. arr ua� XPIRES:9-30-08 - T� � Z( 4281
t/7CRY ENGINEER R.C.E No. 51152 2
TKF JOB A_ 101-18