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R<br />
R<br />
.<br />
x<br />
x<br />
SR91_11x17.tbl<br />
REVISED BY<br />
HENG CHEW<br />
DATE REVISED<br />
CLARA PONCE<br />
OG<br />
2:1 OR<br />
FLATTER<br />
"WD" 9+16.45 TO "WD" 10+62.13<br />
LOCAL<br />
R/W<br />
RW No. 240<br />
3’<br />
HP<br />
17<br />
Var<br />
TUBULAR HAND<br />
RAILING<br />
1’-9’<br />
FL<br />
5.5’<br />
SW<br />
FL<br />
5.7’<br />
SW<br />
1.5%<br />
1.5%<br />
Var<br />
28.5’-36.7’<br />
EP<br />
CURB (TYPE 8)<br />
22’<br />
2%<br />
"WD"<br />
LINE<br />
PG<br />
22’<br />
EP<br />
11<br />
<br />
"A" LINE<br />
Var<br />
160.8’-174.0’<br />
CL FENCE<br />
(TYPE CL-3.5)<br />
CB (TYPE 60C)<br />
FL<br />
SEE<br />
"A" LINE<br />
1.5%<br />
TYPICAL<br />
SECTION<br />
FL<br />
OES<br />
Var<br />
27’-199.8’<br />
109’<br />
<br />
"A" LINE<br />
TYPICAL<br />
SECTION<br />
50:1 OR FLATTER<br />
SEE "A" LINE<br />
LOCAL<br />
R/W<br />
HP<br />
3’ 5.6’<br />
5%<br />
17<br />
1.5%<br />
Var 30’-32’<br />
FL<br />
OG<br />
LINE<br />
2% & Var<br />
"PD1"<br />
3<br />
PG<br />
Var 30’-32’<br />
Var 20’-22’ Var 20’-22’<br />
EP<br />
CURB (TYPE 6)<br />
PRIVATE DRIVEWAY AT SERFAS CLUB Dr<br />
"PD1" 183+35.69 TO "PD1" 185+79.87<br />
6<br />
EP<br />
3’<br />
5%<br />
HP<br />
LOCAL<br />
R/W<br />
2:1 OR FLATTER<br />
Dist COUNTY ROUTE<br />
12<br />
08<br />
Ora<br />
Riv<br />
91<br />
91,15<br />
REGISTERED CIVIL ENGINEER<br />
PLANS APPROVAL DATE<br />
THE STATE OF CALIFORNIA OR ITS OFFICERS<br />
OR AGENTS SHALL NOT BE RESPONSIBLE FOR<br />
THE ACCURACY OR COMPLETENESS OF SCANNED<br />
COPIES OF THIS PLAN SHEET.<br />
URS CORPORATION<br />
2020 EAST FIRST STREET,<br />
SUITE 400<br />
SANTA ANA, CA 92705<br />
POST MILES<br />
TOTAL PROJECT<br />
Var<br />
1-23-15<br />
DATE<br />
RED<br />
GISTE RE<br />
No.<br />
SHEET<br />
No.<br />
ONAL<br />
PROFESSI<br />
Exp. 6-30-16<br />
CIVIL<br />
TOTAL<br />
SHEETS<br />
ENGINEER<br />
STATE OF CA LIFORNIA<br />
RIVERSIDE COUNTY<br />
TRANSPORTATION COMMISSION<br />
4080 LEMON STREET 3rd FLOOR<br />
RIVERSIDE, CA 92501<br />
Feb 16, 2016<br />
MATTHEW J KORVE<br />
63248<br />
OG<br />
SEE RETAINING<br />
WALL PLANS<br />
CURB (TYPE 8)<br />
RW No. 212A<br />
"6TH"<br />
LINE<br />
x<br />
CONSULTANT FUNCTIONAL SUPERVISOR<br />
RICHARD A HART<br />
CHECKED BY<br />
LOCAL<br />
R/W<br />
Var 5.6’<br />
0.4’<br />
-<br />
6.6<br />
WARDLOW Rd<br />
"WD" 9+16.45 TO "WD" 14+00.00<br />
Var 28’-34.2’<br />
SW<br />
FL<br />
22’<br />
"PW"<br />
LINE<br />
22’<br />
EP<br />
Var 138’-428.9’<br />
OES<br />
CURB (TYPE 6)<br />
Var<br />
7’-196.6’<br />
EP<br />
20<br />
10:1 OR<br />
FLATTER<br />
"PW" 234+50.00 TO "PW" 236+00.00<br />
<br />
"A" LINE<br />
SEE "A" LINE<br />
TYPICAL<br />
SECTION<br />
Ret CURB<br />
R/W<br />
FL ETW<br />
4.2’ 5.6’ 5’<br />
17<br />
CURB<br />
(TYPE 6)<br />
SW<br />
1.5%<br />
EP<br />
Var 36’-48’<br />
2%<br />
24<br />
CURB (TYPE 8A)<br />
EP<br />
Var<br />
CALCULATED-<br />
DESIGNED BY<br />
4’-<br />
16’<br />
"6TH"<br />
LINE<br />
8’<br />
PG<br />
EP<br />
SIXTH St<br />
SEE<br />
PLANTING<br />
PLANS<br />
"6TH" 24+87.26 TO "6TH" 27+28.53<br />
46’<br />
36’<br />
24<br />
2%<br />
ETW FL HP<br />
8’ 3’<br />
4:1 OR<br />
FLATTER<br />
EP<br />
5%<br />
OG<br />
CURB (TYPE 6)<br />
R/W<br />
x<br />
x<br />
PDF_11x17.pltcfg<br />
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION<br />
OG<br />
2:1 OR<br />
FLATTER<br />
APPROVED BY: CITY OF CORONA PUBLIC WORKS<br />
NELSON D NELSON, P.E.<br />
CITY ENGINEER<br />
R.C.E. 54435<br />
17<br />
1.5%<br />
DATE:<br />
EP<br />
2% & Var<br />
CURB (TYPE 6)<br />
PG<br />
RW No. 212A<br />
20<br />
POMONA Rd<br />
2%<br />
"PW" 234+50.00 TO "PW" 243+73.67<br />
CURB (TYPE 6A)<br />
Add SW to PD1<br />
3 <strong>NDC</strong><strong>215</strong> 01/25/2016<br />
per <strong>NDC</strong>155<br />
2 <strong>NDC</strong>212 Revised Section RFI 438 08/14/2015<br />
Entire sheet released<br />
1 <strong>NDC</strong>155<br />
for construction.<br />
RFC058 6/12/2015<br />
TUBULAR HAND<br />
RAILING<br />
RW No. 211<br />
FL ETW<br />
6.7’ 5’<br />
SW<br />
1.5%<br />
EP<br />
24<br />
SEE RETAINING<br />
WALL PLANS<br />
48’<br />
2%<br />
EP EP<br />
4’ 8’<br />
SEE<br />
PG PLANTING<br />
PLANS<br />
CURB (TYPE 8A)<br />
24<br />
Conc<br />
BARRIER SLAB<br />
OG<br />
SIXTH St<br />
2%<br />
"6TH" 21+32.31 TO "6TH" 23+05.26<br />
ETW FL<br />
36’ 8’ 1.5’<br />
EP<br />
1.5’<br />
RW No. 141D<br />
SEE "FT" LINE<br />
TYPICAL CROSS SECTIONS<br />
NO SCALE<br />
TYPICAL SECTION<br />
4’<br />
2%<br />
4:1 OR<br />
FLATTER<br />
X-<strong>C20</strong><br />
LAST REVISION<br />
DATE PLOTTED => 1/25/2016<br />
00-00-00 TIME PLOTTED => 7:23:11 AM<br />
BORDER LAST REVISED 7/2/2010<br />
USERNAME => matt_korve<br />
DGN FILE => ...\0800000136caC020_r3.dgn<br />
RELATIVE BORDER SCALE<br />
IS IN INCHES<br />
0 1 2 3<br />
UNIT 2238<br />
PROJECT NUMBER & PHASE<br />
08000001361
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