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HomeMy WebLinkAbout5808-3—19 CATCH BA5IN #C4-19 SASE "B'; W-13; H=2" LOT V SCALE: 1 "=40' 0 40 80 120 TOLL FREE -qmmmw' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10+00 REV. I REVISION DESCRIPTION 11 +00 12+00 SEE SHEET NO 6 RUBICON WAY 60' J =10+00.00 RUBICON WAY ENGR. I DATE I CITY I DATE 13+ 00 5HA FER CO UR T SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. PREPARED fOR: LENNAR HOMES 980 MON TED TO DRI VE, SUI TE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 14+00 BASlS Of BEARING 15+ 00 Rpyg1 OFT NO 4 ,4KS \ 60, w,4r � 37 � � lNT 14+44.87 SHAFER COURT =10T00.00 ROYAL OAKS WA Y THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242197--98. BEING.- N003332"W BENCHMARK: CAL TRANS BENCHMARK 18-17 BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVA/NE ROAD. ELEVA T/ON=1428.609 16+00 CASE "A", W=14', H=2" w ■ / V. • - - • // V ■ I/ CASE "A", W=14; H=2" CATCH BASIN #CA-18 CASE "A". W=14', H=2" ENGINEERING Ko LAND PLANNING SURVEY/NC Engineering, Inc. . v\ AMIR H. FALLAHI , RCE 55534 357 N SHERIDAN STREET SUITE 117 CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 FAX (951) 279-4380 0711112019 DA TE %ROFESS/pN�\ No. 55534 m Exp. 12/31 /19 _ CIVIL OF CAL' PROFILE 5CALE HORZ.• 1 " = 40' VERT 1 " = 4' CONSTRUCTION NOTES CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) & CITY STD. PLAN NO. 401 2� CONSTRUCT 6" P. C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 3� CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH = 5) 4� CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE PER PLAN) CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002 (SHEET 1 OF 2) INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 INSTALL DECORATIVE STREET LIGHT PER STREET LIGHT PLAN LINE TABLE NO. BEARING LENGTH O N89 °19'07"E 241.61 ' © N672445"W 50.00' © N89 °19'07"E 77.61 ' DO N89°19'07"E 52.64' O N8126'31 "E 50.00' OF N89 °19'07"E 241.61 ' DESIGNED BY.• JS/BB DRAWN B Y.- JS/A C/JC CHECKED B Y.- T CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT O 16 °1341 " 300.00' 84.97' 42.77' 2O 9-1522" 600.00' 96.93' 48.57' O3 21108'43" 40.00' 147.41 ' 143.53' ® 23°16'07" 110.00' 44.67' 22.65' O 9'1522" 580.00' 93.70' 46.95' © 9 4234" 110.00' 18.64' 9.34' O7 14959" 320.00' 10.24' 5.12' ® 3 3735" 620.00' 39.24' 19.63' CITY OF FONTANA, CALIFORNIA ON -SITE STREET IMPROVEMENT PLAN 5UMMIT AT R05ENA - TRACT NO.202143 �SCALE- AS NOTED 5HAFER COUR T APPROVED BY.%�y�4►'� (�TE 8/1 /2019 DA CITY ENGINEER RCE 51152 J U 0 DA TE: JUL Y 2019 DRAWING NO: 3 5808 6 0 0