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HomeMy WebLinkAbout5767-15� O 0 e tz W W gh D 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 ENO?. I DATE I CITY I DATE SHOULD CONSTRUC7TON OF REQUR® 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. fOXEN LANE (OXEN 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 SU17E 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE LAND PLANNING CORONA, CALIFORNIA 92880 1/4 OF SEC77ON 19, ALSO BEING 7HE CEN7ERLINE OF SIERRA AVENUE, 7EL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. iii SURVEWNG FAX (951) 279-4380 BEING. N00°3332"W Engineering, Inc. BENCHMARK: CAL TRANS BENCHMARK #8-17 BRASS DISK LOCA7ED IN S.C.E. TOWER LEG LOCATED 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RDOAD. ELEVA T7ON= 1428.609 AM/R H. FALLAHI , RCE 55534 02121/19 DATE LINE TABLE NO. BEARING LENGTH OA NO23'13"W 228.66' © N892628 E 90.00, © N89 3647 E 88.50' O NO23'13"W 26.08' OE N3°°30'39"W 45.53' OF N87°15'47"W 35.24' © N862921 E 35.24' OH N2°43'43'E 45.79' O NO23'1J"W 4.78' QNO23'13"W 26.08' OK N2°44'13"E 45.53' © N86°79'03"E 36.74' OM N8726'06"W 36.74' ON N3°31'09"W 45.26' OO NO23'13"W 5.30' © N3°°30'39"W 24.06' ® N89 3647 E 3.62' ® N2°44'13 E 24.06' O N89 3647 E 4.93' O N3°°30'39"W 22.05' © N2°44'13"E 22.05' OV N87°15'47"W 22.05' OW NO23'13"W 4.93' OX N862921 E 22.05' OY N2°43'43'E 22.01' OZ N3°31'09"W 22.01' N2°43'43'E 24.08' © N3°31'09"W 24.08' CC N86°19'03"E 22.05' �D N8726'06"W 22.05' NO33"32"W 4.93' CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT O1 156'02" 402.00' 1357' 6.79' O2 42°08'46" 30.00" 22.07' 11.56' O3 03224" 47.35' 0.45' 0.22' ® 42°08'46" 30.00" 22.07' 11.56' O5 42°08'46" 30.00' 22.07' 11.56' © 031'55" 47.35' 0.44' 0.22' O7 42°08'46" 30.00" 22.07' 11.56' ® 158'01 " 380.00' 13.05, 6.52' O9 42°08'46" 30.00" 22.07' 11.56' 10 0 4243" 47.35' 0.59' 0.29' 11 42°08'46" 30.00" 22.07' 11.56' 12 42°08'46" 30.00' 22.07' 11.56' 13 02236" 47.35' 0.31" 0.16' 14 42°08'46" 30.00" 22.07' 11.56' 15 154'16" 424.00' 14.09' 7.05, 16 173°45'08" 1.50' 4.55' 27.48' 17 93°0726" 1.00' 1.63' 1.06' 18 93°0726" 1.00' 1.63' 1.06' 19 86°5234" 1.00' 1.52' 0.95' 96°13'25" 2.00' 3.36' 223' 21 67158" 47.35' 5.12' 2.56' �2 96°73'25" 2.00' 3.36' 223' 865234" 1. OD' 1.52' 0.95, ® 96°73'25" 2.00' 3.36' 223' 865234" 1. OD' 1.52' 0.95, © 865234" 1.00' 1.52' 0.95' 96°13'25" 2.00' 3.36' 223' ® 67158" 47.35' 5.12' 2.56' �9 67158" 47.35' 5.12' 2.56' 30 96°73'25" 2.00' 3.J6" 223' 31 84 5339" 1.00' 1.48' 0.91, 32 3°5751" 72.35' 5.01' 2.50' 3 84 5339" 1.00' 1.48' 0.91, 34 96°13'25" 2.00' 3.36' 223' 2 29 27" 82.35' 3.58' 1.79' 36 9422'09" 1.00' 1.65' 1.08, 18048'02" 1.50, 4.73' 214.69' 38 9422'09" 1.00' 1.65' 1.08, 39 865234" 1. OD' 1.52' 0.95, 40 96°73'25" 2.00' 3.36' 223' 41 67158" 47 35' 5.12' 2.56' 42 96°73'25" 2.00' 3.36' 223' 4 865234" 1 1.00' 1 1.52' 1 0.95' CONSTRUCTION NOTES 1 CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 957 COMPACTED NA77VE SUBGRADE (SEE GENERAL N07ES 31 & 32) CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1000 3� CONSTRUCT 6" P.C.C. CURB PER CITY SID. PLAN NO. 1000 >- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID. PLAN NO. 1006 (WIDTH PER PLAN) 8� CONSTRUCT TEMPORARY STANDARD BARRICADE PER CITY SID. PLAN NO. 4000 13 CONSTRUCT 6" 7HICK 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 SID. 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.• APZOIIEE BY. DATE 2-25-2019 DRAWING NO: 71/5 AHF CITY ENGINEER RCE.• 51152 5757