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HomeMy WebLinkAbout5767-13D C7,?'- �6RT DIAL ,H,H MM BEFORE DAYS BEFORE YOU DIG IWO YOU DIC TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION ENGR. I DA7E I CITY I DA7E SHOULD CONSTRL 7TON OF REQL/RID LMPROVE%W75 NOT COAtUD CF M714IN 71M0 YEARS OF THE DA 7E OF APPROVAL SHOWN HEREON AND CARRI® FORTH IN A DILIGWT MANNER, THE CITY ENONEER MAY REQIARE REVIRONLS TO THE PLAN 5 TO MNYC TI.16N RVTO CONFORMANCE W17H STANDARDS IN EFFECT. CROVE M&L LANE GROVE MILL LANE PREPARED FOk• LENNAR HOMES 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BA515 OF BEARING ENGINEERING 357 N. SHERIDAN STREET SUI7E 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE LAND PLANNING CORONA, CALIFORNIA 92880 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, 7EL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. iii SURVEWNC FAX (951) 279-4380 BEING. N00°3332"W Engineering, Inc. BENCHMARK: CAL TRANS BENCHMARK #8-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RDOAD. ELEVA 77ON=1428. 609 AM/R H. FALLAHI , RCE 55534 02121/19 DATE LINE TABLE NO. BEARING LENGTH OA N023'13"W 192.29' © N893647 E 92.35' © N89°79'07 E 94.70' OD N023'13"W 22.13' OE N3°°30'39"W 455J' OF N873327"W 41.79' © N86°71'41 E 41.10' OH N244'13'E 19.17' O N023'13"W 22.03' O N244'13'E 4553' OK N8629'21 E 39.09, © N877547"W 39.09, OM N3°°30 39 "W 19.36' ON N3°°30'39"W 24.06' OO N893647 E 362' © N244'13'E 24.06' ® N893647 E 4.93' ® N3°°30'39"W 22.05' OS N244'13'E 22.05' O N873327"W 22.05' © NO 40'53"W 4.93' OV N86°71'41 E 22.05' OW N244'13'E 22.06' OX N8944'J5"E 4.93' OY N3°°30'39"W 22.04' OZ N88°49'54"W 362' N8629'21 E 22.05' ® N877547"W 22.05' CC N023'13"W 4.93' CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT O1 646'16" 402.00' 47.51' 23.78' OP 4208'46" 30.00' 22.07' 11.56' O3 0°1444" 4735' D.20' 0.10' ® 4208'46" 30.00' 22.07' 11.56' O5 4208'46" 30.00' 22.07' 11.56' © 050'04" 47.35' 0.69' 0.34' O7 4208'46" 30.00' 22.07' 11.56' ® 3°42'02" 430.00' 27.77' 1389, O 251'19" 424.00' 21.13' 10.57' 10 4208'46" 30.00' 22.07' 11.56, 11 03224" 47.35' 0.45' 0.22' 12 42 08'46" 30.00' 22. D7' 11.56' 13 4208'46" 30.00' 22.07' 11.56' 14 0 3224" 47 35' 0.45' 0.22' 15 4208'46" 30.00' 22.07' 11.56' 16 3°43'09" 380.00' 24.67' 12.34' 17 2 5432" J80.00' 19.29' 9.65' 18 173°45'08" 1.50' 4.55' 27.48' 19 93°0726" 1.00' 1.63' 1.06, �0 930726" 1.00' 1.63' 1.06' 21 865234" 1.00' 1.52' 0.95' �2 96°7325" 2.00' 3.36' 2.2J' 6°1158" 4735' 5.12' 2.56' 2�4 96°73'25" 2.00' 3.36' 2.2J' 865234" 1.00' 1.52' 0.95' © 96°7325" 2.00' 3.36' 2.2J' 865234" 1.00' 1.52' 0.95' ® 865234" 1.00' 1.52' 0.95' �9 96°73'25" 2.00' 3.36' 2.2J' 30 6°1158" 4735' 5.12' 2.56' 31 96°7325" 2.00' 3.36' 2.2J' 32 87°00'22" 1.00' 1.52' 0.95' 86°4446" 1.00' 1.51' 0.94' 34 96°13'25" 2.00' 3.36' 2.23' 3� 6*1158" 47.35' 5.12' 2.56' 36 93°75'54" 1.00' 1.63' 1.06' 32254" 410.00' 24.20' 12.10' 38 173°4720" 1.50' 4.55' 27.65' 39 32542" 400.00' 2393' 11.97' 40 9259 34" 1.00' 1.62' 1.05, 41 865234" 1.00' 1.52' 0.95' 42 96°73'25" 2.00' 3.36' 2.2J' 4 6°1158" 47.35' 5.12' 2.56' 44 96°7325" 2.00' 3.36' 2.2J' ® 865234" 1 1.00' 1 1.52' 1 0.95' CONSTRUCTION NOTES 1 CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED NA77VE SUBGRADE (SEE GENERAL NOTES 31 & 32) CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 CONSTRUCT 6" P.C.C. CURB PER CITY STD. PLAN NO. 1000 4� CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH PER PLAN) CONSTRUCT TEMPORARY STANDARD BARRICADE PER CITY STD. PLAN NO. 400D 13 CONSTRUCT 6" THICK CONCRETE MOUNTABLE APRON PER DETAIL 1 ON SHEET 2 14 CONSTRUCT 4" ROLLED CURB PER DETAIL 2 ON SHEET 2 15 CONSTRUCT MODIFIED CURB RAMP PER SPPWC STD. DWG. NO. 111-5 TYPE 1, ADA RAMP PER DETAIL 3 ON SHEET 2 MCN18-004 / ELPC/8-000049 CITY OF FONTANA, CALIFORNIA ON -SITE STREET IMPROVEMENT PLANS DESIGNED BY.- SUMMIT AT ROSENA SCALE: ✓s/ee AS NOTED TRACT NO.20153 DRAWN BY.• DATE.' ✓S AC ✓C R FEB. 2019 CHECKED BY. APPROVE BY. DA 2-25-2019 DRAWING NO: '3 5 AHF CITY ENGINEER RCE.• 57752 5757 7