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I DATE I CITY I DATE A 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 ITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT Prepared For: LENNAR HOMES 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 D-ROP INLET MODEL NO. A B *WEIGHT D1242436 36" .4.2.1.1. 1900 LBS. D1242448 48" 5r 2500 LBS. :4`8OX ONLY FRAMEANDGRATE MODELNO. RATING D WEIGHT SG2424-DIP PEDESTRIAN 1 1/2 41 Las.. SG24514­01T TRAPrlr 3" 120 LBS. FRAME MAY BE CA�T DIRECTI-Y NTO BOX (OPTIONAL) 18" 01" THIN WALL KNOCKGOTS. OUTSIDE SUEDGE OUT AS B HEIGHT REQUIRED. (TYP, 4 PLACES.)--�,_ P OPT�ONAL EXTFNS10N HEIGHT EXTENSION MODEL NO, C WEIGHT RS242406 6" 300 LBS. RS242412 12" 500. LBS. E FR . AME AND GRATE ASSEMBLY AVALIABLE E ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES IN . TRAFFIC 0 . R . P . EDE . S7 . RIA . N MODELa CONFIGURATION. FOR SPECIFIC COININGURATION, CALL JENSEN. PRECAST. • DESIGN FOR H-20-44 BRIDGE LOADING. • ASSEMBLY TO BE. PLACE . D.ONA 6"BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. in• FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24". X W SEB coNTACT.JENSEN PRECAST, DRAIN INLET FMFEUA.JV7 D A9A 12 4 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19431, P.M.B. 242/97-98. BEING: NOO"33'3f'W BENCHMARK:- CALTRANS 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 RD. EL= 1428.609 FloGardO FILTER -INSTALLED INTO CATQH BASIN- GRATE ULTIMATE. BYPASS FEATURES GASKET S] INLESS STEEL suppoRT BASKET Fossil R(X* rm LINER 5 UPPORT BASKET CATCH BASIN (FLAT GRATE STYLE) E NOTES: 1. Filter insert shall have a high flow bypaso featire. Z Filter support frame shall be:ccinstructed from stainless steel Type 30 4. 3, Filter medium shall be Fossil Rw* w, installed and mainta . irved In accordance w fth manufacturer specifleations, 4. 1torage capaefty: reflects 809/6 of maidmum solids collection prior to impedl ng filitering bypass. U.Z. PATENT # 6,00,OM & 6,677,029 6 Flo ard Oldcastlea r wa r o u io s rkPlwAWtR2WjLM n.CG[8012DfPh:SW.679IS81010ldMBWWmvatw.com CatCh Basin Insert Filter It M811110 FOR REFERENCE RAPOMONX Tug-&LN R USM INMYMYNJWVMIOTHEMVf=CF06MNPANYCWMMTVZKGDU)CAffUPREMW. W DRAWINGNO. )()l JR� JECO EGO-0 1 42_ Dl�l Filtwljon Grated Inlet Style FGP-OC G JPR 7/13/16 JPR 11/3/06 1 OF 2 I I SHFET JENSEN PRE -CAST DI N.T.S. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 168136 Seville Avenue Fontana, California 92335 �909) 356-1615 Fax (909) 365-1795 1 �30, O� � r) - . FESS/ DRAWN BY: HR No. 36052 M DESIGNED BY: Exp. 6/30/20 DBW CITY OF FONTANA, CALIFORNIA LINE "132" STORM DRAIN PLANS CYPRESS AVENUE SCALE: AS NOTED DA 11132-811 & 11B2-9rl DATE: LATEIN4 "132-l"213,24% 4/ 4/ C1 N Raymc6d-J. Allard, E,C.E. 36M2_ Date or cp,\-\, RJA Ire, r 4;�J� DATE: 1-17-2019 5766 7 (expires 6/30/2020) CITY EN61NEER R.C.E. 51152 Filename: 1:\Cal Ationtic\Summit at Rosena\ Drawings\ FINAL DESIGN\OFFSITE\ STORM DRAIN\OFFSITE STORM DMN\ CYPRESS\ OFFSITE STORM DRAIN CYPRESS 06.dwg