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A Em CONSTRUCTION NOTES: STRIPING CONSTRUCTION NOTES LEGEND. -
1 APPLY 4" YELLOW CENTERLINE STRIPE PER CALTRANS STD. PLAN A20A
STREET ADDRESS
MiP' LE CONSTRUCT 0.30" (B -AR 4000) ASPHALT �CONCRETE (AC) OVER 1.0' OF DETAIL 1. 17227]
NATIVE SOIL COMPACTED TO 95% R.C.
APPLY 4" DOUBLE YELLOW STRIPE PER CALTRANS'STD. PLAN A20A
2 RELOCATE FIRE HYDRANT PER SAN GABRIEL VALLEY WATER COMPANY
VIEN
DETAIL 22.
STD. DWG. NO. 2-A. H
3 ADJUST VALVE TO GRADE PER CITY OF FONTANA STD. DETAIL 130.
EADER CUT PER DETAIL ON SHEET 2
APPLY 12" SOLID WHITE CROSSWALK MARKING/STOP BAR AS SHOWN.
4 ADJUST MANHOLE TO GRADE. 4 APPLY ARROW MARKING PER CALTRANS STD. PLAN A24A TYPE IV -3i:
(L) & (R). HSA;P914 REMiX NO RCAMP- RE x
> 0 ml
5 PROTECT EXISTING INLET GRATE. APPLY 8" WHITE CHANNELIZATION STRIPE PER CALTRANS STD. PLAN A20D 0i
0 0 6 REMOVE EXISTING 8" A.C. DIKE, REPLACE WITH 8" AC DIKE PER CITY 5 0
DETAIL 38.
m OF FONTANA STD. DETAIL 136 REMOVE EXISTING PAVING AND/OR SUBGRADE,
0 2 6 APPLY 4" SOLID WHITE STRIPE AS SHOWN. QD
< 0 19 0) 4 7 CONSTRUCT 0.17' A.C. OVERLAY C2 -AR 4000). EPLACE WITH A.C. (82-AR4000). THICKNESS
47 48 CITY OF RIALTO 49 50 SAWCUT 3 0 60 CONSTRUCT 0.12' A.C. OVERLAY C2 -AR 4000). 7 APPLY 8" WHITE CHEVRON STRIPES 0 30' O.C. AS NOTED
+ 0 ........ 8 APPLY 8" DASHED WHITE LANE DROP STRIPE PER CALTRANS STD. PLAN
Lli
9 CONSTRUCT 0.20' (B -AR 4000) ASPHALT CONCRETE (AC) OVER ffikm
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C-0 A20C DETAIL 37B. OVERLAY WITH AC (C2 -AR 4000) THICKNESS AS
bi 3 NATIVE SOIL COMPACTED TO 95% R.C. C\l
9 APPLY 4" DASHED WHITE STRIPES PER CALTRANS STD. PLAN A20A NOTED, FILL CRACKS PRIOR TO OVERLAY EXCEPT IN
FILL CRACKS IN EXISTING A.C. PAVEMENT PRIOR TO OVERLAY DETAIL 9. HEATER REMIX AREAS
10 NOT USED. Ln
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15
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11 APPLY RAILROAD CROSSING SYMBOL PER CALTRANS STD. PLAN A24C.
V) 101 P 12 APPLY 4" SOLID WHITE OR DETAIL 27B EDGELINE PER CALTRANS STD. 0
0 EXISTING UTILITY VALVE
12' 12' 1
PLAN A20B. _4
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13 NOT USED. It -
EXISTING FIRE HYDRANT
cl 0 10 14 APPLY NUMERALS PER CALTRANS SM. PLAN A24C.
< F- APPLY "STOP" PER CALTRANS STD. PLAN A24D. C)
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BASELINE ROAD 1 >1 �- >- f<
16 APPLY "SIGNAL" PER CALTRANS STD. PLAN A24D.
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0 17 APPLY "AHEAD" PER CALTRANS STD. PLAN A24D.
LL. 10 18 NOT USED.
APPLY 4" YELLOW CENTERLINE STRIPE PER CALTRANS STD. PLAN A20A
DETAIL 5.
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Underaround Service Alert SHOULD CONSTRUCTION OF THE
-ESS/ SUBMITTED BY: DATE: j REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT COMMENCE WITHIN TWO YEARS OF THE
CODE REQUIRES A DIG ALERT IDENTIFICATIO DATE OF APPROVAL SHOWN HEREON PAVEMENT REHABILITATION PROJECT
NO,
=cm NUMBER BE ISSUED BEFORE A PERMIT TO L.D. KING, INC. AND CARRIED FORTH IN A DILIGENT DRAWN BY- SCALE:
ccp BASELINE AVENUE N.T.S.
EXCAVATE WILL BE VALID NO. 16434 2151 CONVENTION CENTER WAY MANNER, THE CITY ENGINEER MAY
FOR YOUR DIG ALERT I.D. NUMBER CALL EXP. 6/30/05 lcl SUDE 100B REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY- STA. 1 OA2 60+17 DAM
UNDERGROUND SERVICE ALERT ONTARIO, CA 91764 BRING THEM INTO CONFORMANCE WITH c 7/16/01
(909) 937-0200 //
CONDITIONS AND STANDARDS IN 7 -a
TOLL FREE 1-800-227-2600 IPF CA0 CHECKED BY: APP B- D TE: DRAWING NO.:
IT Z4 /
CARL J. FREEMAN R.C.E. No. 16434 DEW t 9
TWO WORKING DAYS BEFORE YOU DIG NG__R__._�TY DATE EFFECT. 74 4&/ 12
REV. REVISION DESCRIPTION DATE E EXPIRES: 6/30/05 LCITY E 2949 0
NG-INEER R.C.E. No. 51152- ' "
GLIFNI, GlIY OF FONTANA D_
124-09-506
1135- R