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HomeMy WebLinkAbout015_WR_MRLCulvert_C4.1_Details CULVERT INLET W/ 48" DIA. RCP PETS 6—FT 6' �6 l 6 ————————— \ �6—FT� 1—FT THICK \ \ 6' — 6" THICK TOPSOIL CULVERT INLET W/ 48 DIA. RCP FETS ARMORING PROTECTION OVERSIZE COBBLES ARMORING PROTECTION OVERSIZE COBBLES OR ANGULAR RIPRAP LARGER 2 1 —6.5' WIDE THAN 6" OR ANGULAR RIPRAP LARGER THAN 6" =— 2 �— — o CHANNEL o = EROSION CONTROL FABRIC BOTTOM = — 12" THICK GRAVEL BOTTOM = = PROFILE PLAN NATIVE UNDISTURBED SUBGRADE — — — — — — — NOTES: 1. ARMOR THE CULVERT INLET BY PLACING COBBLES OR ANGULAR RIPRAP LARGER THAN 6" WITHIN THE SURROUNDING 6—FT OF THE FETS (FLARED END TERMINAL SECTION). 2. THICKNESS OF ARMORING SHALL BE A MINIMUM OF 12" A 3. USE EROSION CONTROL FABRIC �I�ETAIL �DETAI DETAIL C41 TYPICAL STREAM SECTION C41 CULVERT INLET PROTECTION NTS NTS i i i i s i NO. REVISIONS DRAWN BY DATE BOZEMAN y �//�? }�7 �y EXTENSION }�7 PROJECT #: 14-167 SHEET JL➢®/Le�aMA T RAX — CULVERT JL'ed�TENSIO 32 DISCOVERY DRIVE Civil EngineeringDATE: 02/11/2022 ¶ BOZEMAN,MT 59718 C4a Y DETAILS PHONE(406)582-0221 Geotechnical Engineering FAX(406)582-5770 ALLIED 6 PROJECT ENGINEER: RSR DRAWN BY: EJF �1� w .alliedengineeringmm Land Surveying ENGINEERING y/ BOZEMAN,MIONTANA 5 BOZEMAN TRAX-CULVER EXT. DESIGNED BY: RSR, EJF REVIEWED BY: RSR „eP,oi=``5 DETAILS