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Sedona St Merano St o Seville St Leon St 8 Estancia St
SEE 94P 8 SEE SHEET 9 SEE SHEET 10 24;p SEE SHEET 11 _ � SEE SHEET 10
CURVE DATA CURVE DATA DRIVEWAY DATA ® y71
DELTA BRG RADIUS LENGTH REAIAPo( DELTA BRG RADIUS LENGTH REMAPo( LOT N DWY STATION WIDTH ^ r3 ESCAVERA ST 1 a OB 53 O6 500.00 77.54 CENTERLINE 21 A-95 Ot 57 15.00 24.88 CURB 1 STA 18+81.96 16 9
2 a-08 53 06 500.00 77.54 CENTERLINE 22 a-05 O1 43 518.00 45.46 CURB 2 STA: 18+19.62 16 Construction Votes Ouan ies
3 ,9 D8 53 06 500.00 77.54 CENTERLINE 23 A-04 38 13 518.00 41.92 CURB 3 STA: 17+87.95 16 STA: 10+00.00 TO STA: 20+19.79 DESCRIPTION QUANTITY
4 08 53 06 500.00 77.54 CENTERLINE 24 o-08 53 06 482.00 74.75 CURB 4 STA 17+26.28 16 20 PLACE 5 AC OVER 11 CLASS II BASE PAVING 43 300 SF
5 0=90 00 00 15.00 23.56 ORB 25 n•89 59 46 15.00 23.56 CURB 5 STA 16+75.62 16 21 PLACE 3 AC OVER 6 CLASS 11 BASE PAVING 200,000 -
6 e=90 00 00 15.00 23.56 CLIIiB 26 o-90 00 00 15.00 23.56 CURB 6 STA 16+43.86 16 22 SAWCUT EXISTING AC PAVING 1.700 LF
7 [v 86 03 38 15.00 22.53 CURB 7 STA: 14+50.59 16 1 23 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD.200 13,200 LF
8 A-97 29 41 15.00 25.52 LLRB 8 STA 14+p5.38 16 24 CONSTRUCT CROSS GUTTER FER COIINIY STD. 209 6 20O SF 3
9 a-90 00 00 15.00 23.56 ORB 9 STA 13+74.76 16 25 CONSTRUCT 01143 k(#1TTER PFR CONTY STD 201(YODIFIBI TO 12'ff 650 LF
10 A-90 00 00 15.00 23.56 ORB 1p8 STA: 19+13.74 16 26 CONSTRUCT CURB RAMP CASE B PER COUNTY STD.403 38 EA
11 &OB 53 O6 482.00 74.75 ORB 107 1 STA: 19+43.74 15 27 CONSTRUCT SIDEWALK PER COUNTY STD.401 67,600 SF
12 A-04 58 32 518. 00 44.98 CURB 106 STA: 19+89.41 16 28 CONSTRUCT 6 CURB PER COUNTY STD,2D4 MODIFIED TO 6 60 LF
13 m 94 58 32 15.00 24.8fi CURB B STA: 19+12.96 16 29 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.300 62 LF
14 0=84 19 11 15.00 22.07 CURB 30 CONSTRUCT GUTTER DEPRESSION PER CONTY STD. 311 202 LF
15 A--OS 40 51 482.00 47.79 CURB 31 STREET LIGHT SEE STREET LICfiT PLAN N/A
16 e=07 40 OS 518.00 69.33 ORB 32 0.15 GRIND&OVERLAY EXIST AC 1 B50 SF
17 n=124 30 26 26.00 56.50 CLF43 40 0 40 80 120 33 PLACE 4 AC OVER 7 CLASS II BASE PAVING 20,000 SF
18 I a 122 54 47 25.00 55.78 an 34 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 38 LF a
19 x 05 40 51 482.00 47.79 CURB _ 35 CONSTRUCT SIDEWALK PER COUNTY STD.401 MODIFIED TO BE AC 1 ODO SF
20 1 A=84 19 09 15.00 22.07 CURB GRAPHIC SCALE 36 CONSTRUCT OWY PER DETAIL ON SHEET 14 170 EA
UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: T PREPARED UNDER SUPERVISION OF:THE City of Lake Elsinore SHEET
SERVICE THESE PLANS HAVE BEEN REVIEWED FOR COMLIANCE WITH THE IN THE COUNTY OF RIVERSIDE, CALIFORNIA 5
o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �•�► Street Improvement Plan
ALERT 2 " BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE STATE LAWS, AND A PERMIT CAN BE ISSUED. _ ��1�''ry oF15SHTS.
CALTRANS BENCH MARK 13C93 CENTERLINE O7 M, RIVE STREET AS �,
CALL: TOLL FREE SHOWN BY PM TNio, RIVERSIDE COUNTY N0.C55955
1-800-227-2600 RECORDS, BEING NORTH 36'55'05" Exp.12/31/06 Escavera St FILE No.
EAST �, p p EN593 WIND SURVEYING LAND PLANNING CA STA: 10+00.00 TO STA: 20+19.79
.tea••.-�- CIVIL R.C.E. C55955 E �12 31 OB
MARK REVISIONS APPR DATE C A 41593 51.269.12 2 SUITE 120 164£OA.A CA 92590
TWO WORKING DAYS BER)RE:YCU CIG ELEVATION = 1280.129 KEN -U LH.G.E. b6T1 Eh1 oC 3>�s DESIGNED BY DRAWN BY CHECKED BY DATE 3/07/OS 951.289.1292 9s1.269.1164 FAX -. _,-c,�_.__--..-- --•t
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