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HomeMy WebLinkAboutR-422125C0 z 0 I- 0 0 Q z Q z 0 Q N_ z ryr' W n 0 75 0 2 C� ry MW W z J NTS NOT USED NTS NOT USED 5 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 STD. 24"0 MANHOLE FRAME w/ LOCKING LID 20" °o: IMAX. ECCENTRIC CONE I v v 0 O SECTIONS AS - NEEDED v BASE SECTION - NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE BREAK OF THE CONE AND THE MANHOLE COVER. CRC STANDARD MANHOLE DETAIL REVISION DATE MAY 17, 2011 SCALE NTS DISTRICT APPROVAL K.V. DATE APPROVED JUNE 02, 2011 FILE NAME M \SOOS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-27 DWG. NO. S-27 61 z engineering pllc www.Ipdengineering.com w "'o STANDARD MANHOLE DETAIL 5-27 NTS NOT USED WE K 0 FINISHED GRADE D A / 12" 0 D.I. CONCRETES FIBER JOINT FILLER COMPACTED -- SUBGRADE 2' SQUARE DIA PER PLANS / JP SEE PLAN FOR I.E. AND DIA FLOW SURVEYED: DESIGNED: SCALE: PAVED AREAS 6 0 CIVIL PERMIT RESPONSE 0/26/2 DRAWN: ONE INCH STER PERMIT RE —SUBMITTAL 2/12/2 CHECKED: AT FULL SCALE IAL E\VG\ IF NOT ONE INCH Zo N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SET FLUSH W/FINISHED IF CLEANOUT IS IN LANDSCAPE GRADE CONCRETE PAVED HDPE VALVE BOX SIZED-,.,\ SURFACE, PROVIDE FOR ADEQUATE ACCESS THICKENED EDGE & POUR CONCRETE MONOLITHIC ��` � 2" PEA GRAVEL 45° BEND CAST IRON COVER AND RING MARKED TDCO" FOR FOOTING DRAINS AND "SDCO FOR STORM LINES GDIA PER PLAN RIPPER PLUG JP 45° BEND FLOW SEE PLAN FOR-` I.E. AND DIA LANDSCAPED AREAS GRIPPER PLUG 00 LTER FABRIC NTS CLEANOUTS RE SHOWN ONLY FOR REFERENCE. EE APPROVED SOOS CREEK R-422125 NOT USED 8 F__1N COMPLIANCE WITH CITY OF RENTON STANDARDS CO O r O O 1 N N Q J 00 O O O 1 N Ln 00 N O N N NTS NOT USED 7 DEVELOPMENT ENGINEERING �' IL Michael Sippo 01/27/2023 J H U) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM . CITY OF RENTON Planning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE RENTON, WA 98058 SEWER DETAILS DATE: 16 SEPT 2022 UJI PALDBOOK: DRAWING NO: C3.6 E W SHEET: 25 OF,