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HomeMy WebLinkAbout5814-3* NOTE. - CONTRACTOR TO VERIFY ELEVA77ON & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. * NOTE. - CONTRACTOR TO VERIFY ELEVAT70N & LOCA77ON PRIOR TO CONS7RUC77ON & N077FY ENGINEER IF DIFFERENT THAN PLAN. 0 4' 1 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 8" SEWER PER CITY DWG NO 5768 INT 21+40. 24" STORM DRAIN PER CITY DWG NO 5769 CL INT 10+00.00 LINE C6= 32+00.91 LINE C 36" STORM DRAIN PER CITY DWG NO 5769 REV. I REVISION DESCRIPTION DESCRIPTION 10+00 MONTELENA ROAD 60' 32' 28' 10L 22' 22' J 6' w I I II II II II 0 ti I ps ooll r C� C 4 ENGR. I DA7E I CITY I DATE7EICITYIDATE 11 +00 w" a SHOULD CONSTRUCHON OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE OTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN BTECT. 12+00 13+00 7ZNtfY-Jb41L� '\,I pm mom 1r I" a PREPARED MR. LENNAR HOMES 980 MON7EC1TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 PROP. R/W N 8" SEWER DWG NO. 5813 (TYP) LINE C6 14+00 W J � p Lo U UVo ti 2QW Jti JJLc) NO~ O 7 ap N v 18 10 w - r w- BA51S OF BEARING 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: N0033'32"W BENCHMARK: CALTRANS BENCHMARK 18-17 BRASS DISK LOCATED /N SCE TOWER LEG LOCATED 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVA/NE ROAD. ELEVA 770N= 1428.609 SCALE 1 "=40' 0 40 80 120 160 ijENGINEERING 357 N. SHERIDAN S7REET 117 � LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. �. \-� OB/08/2019 AM/R H. FALLAHI , RCE 55534 DA 1E PRORLE SCALE HORZ.• 1' = 40' VERT- 1" = 4' STORM DRAIN LINE & CURVE DATA NO BEARING/DELTA RADIUS LENGTH TANGENT O1 N893647'E 235.81' O2 N893647E 118.67' O3 2120'15" 45.00' 16.76' 8.48' ® 403031 " 45.00' 31.82' 16.61 ' O N215742"W 13.49' © N023'13'W 26.17' O7 N023'13"W 42.17' ® N175004"W 40.79' O9 NO23'13"W 26.92' 10 N2474 26 E 33.82' CONSTRUCTION NOTES 1� INSTALL 24" RCP (D-LOAD PER PROFILE) INSTALL 18" RCP (D-LOAD PER PROFILE) 4� CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3010 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3026 %1 INSTALL FORTERRA 24'X24" PRECAST CATCH BASIN (OR APPROVED EQUAL) PER �� DETAIL ON SHEET 5 REMOVE BULKHEAD & JOIN EXISTING RCP CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO. 3022 CITY OF FONTANA, CALIFORNIA ON -SITE STORM DRAIN IMPROVEMENT PLAN DESIGNED S Y..• TRACT NO. 20214-4 SCALEAS NOTED SUMMIT AT ROSENA DRAWN BY DATE: JS LINE C6 AUGUST 2019 CHECKED ABY. APPROVED eti,7r�.r�.s; 8/22/19 DRAWING NO: 3 /MTV CAI/IAICCD `"�A DrC c1190 5814 ,5