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SANITARY SEWER (CITY OF EVERETT) NOTES 6�Ty <br /> . "iA ARCHITECTS <br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD <br /> SPECIFICATIONS. STARLING <br /> SURFACE RESTORATION VARIES, 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS WHITEHEAD <br /> SEE PAVING OR LANDSCAPE BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. &LUX <br /> DRAWINGSB <br /> 3 SHOWNXIFORE LOCATIONS CONVENENCE.FTHE EXISTING <br /> CO TRACTOR SHALL HAVE <br /> BEBEEN <br /> RESPO RESPONSIBLE ED F <br /> F�T�AAr0 OFOIOCATONS AND TO ND ARE 901 FIFTH AVE TTLE.WA9N03100 <br /> 164 <br /> SURFACE RESTORATION VARIES, SEATTLE.WA 98164 <br /> SEE PAVING OR LANDSCAPE FINISH GRADE o T STRUCTURAL FILL CONAVOID DAMAGE STRUCTION,TO ANY THE CONTRACTOORLSHALLTIES NOTIFYTTHEOWN. IF PUBLIC WORKS CTS INS �fiOR�ANID A YHA.AcyREQUIRpe 206-682-8300 <br /> DRAWINGS I SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT 01 WhAfiiFcDeCONSTRUCTION ON THE SWLARCHITECTS.COM <br /> DEPTH IS NOTED PROJECT. Everett,WA 98201 <br /> mui ON DRAWINGS 425-388-9516 <br /> /-3'-0" MIN. EXCEPT TRACER TAPE Contact: Erica Dias <br /> WHERE GREATER i <br /> HAND PLACED & DEPTH IS NOTED i< 9 PIPE 91, TONING WIRE Owner's Representative: <br /> TAMPED TO THIS 9"PIPE 9" O.D. <br /> DEPTH BEDDING State Of Washington <br /> O.D. <br /> TRENCH BACKFILL PER Department of Enterprise Services <br /> WSDOT SECTION FOUNDATION Engineering &Architectural Services <br /> 1/6 PIPE O.D. 9-03.9(3) CSTC % r AS REQUIRED <br /> u wvx 1500 Jefferson Street SE <br /> z Olympia,WA 98501 <br /> 1' MIN z O.D.+18" MIN. P.O.Box 41476 <br /> FOUNDATION GRAVEL o O.D.+24" MAX. Olympia,WA 98504-1476 <br /> AS DIRECTED m 360-490-5983 <br /> Contact: Michele Hill <br /> SECTION—TYPICAL TRENCH, SECTION—TYPICAL TRENCH, <br /> A PRIVATE DUCTILE IRON WATER PIPE B PLASTIC SEWER PIPE <br /> CU102 <br /> -501 NOT TO SCALE CU101 C-5O1 NOT TO SCALE <br /> 128 130 Street SW Suite 200 <br /> Everett.Washington 98204 <br /> Ph:425-141— 00 <br /> www.reidmiddleton.com <br /> A <br /> F WA `3 <br /> 0 <br /> TRENCH VARIES <br /> 12" WIDTH 12' <br /> WWF 44 W2.9x2.9 2' O� RFcrsug <br /> a°.�� <br /> SAWCUi SAWCUT CUR TOOL JOINT J6' W x 1' DP Ys' TOP OF CONIC FsslorvwL w�c <br /> TYP RADIUS EDGES <br /> 01/21/2025 <br /> X�—X •k��x <br /> \r Oo 00 � .. <br /> 4' ASPHALT 4- CEMENT CONCRETE WALKWAY <br /> PAVEMENT 6' CRUSHED SURFACING 2- CRUSHED SURFACING TOP COURSE " <br /> TOP COURSE PREPARED SUBGRADE <br /> REBAR / WWF &EVERETT <br /> COMMUNITY COLLEGE <br /> '—STRUCTURAL FILL 1/4- RADIUS CONTINUOUS THRU JOINT <br /> AS REQUIRED EDGES,TYP <br /> NOTE R41EocR FOR CONTRACTION JOINT <br /> NEAT LINE CUT, CLEAN HEAT AND TACK EDGES WITH SEALER 5 AND�FOR CONSTRUCTION JOINT, <br /> CSS-1 AND SEAL WITH AR4000 AND SAND, SAWCUT SHALL C-501 C-501 <br /> 3E 1—Fr MINIMUM INSIDE THE EXISTING EDGE OF PAVEMENT C-501 C-501 <br /> TYPICAL SECTION EVC - Storm and <br /> 1 TYPICAL SECTION — ASPHALT PATCH 2 CEMENT CONCRETE WALKWAY 3 TYPICAL CONTRACTION JOINT Water Line <br /> CP101 C-501 NOT TO SCALE CP101 C-501 NOT TO SCALE CP101 C-501 NOT TO SCALE Replacements <br /> REBAR / WWF JOINT SEALANT <br /> 1/4" <br /> Permit <br /> Drawings <br /> UTILITY DETAILS <br /> CONIC SLAB _ I— JOINT FILLER <br /> CLRDi <br /> TYP <br /> 4 TYPICAL EXPANSION JOINT <br /> CP101 C-501 NOT To SCALE <br /> Client Project No.: 2024-159 G(1-1) <br /> L City of Everett Permit Review SWL Architects 24012 <br /> EVERETT Status:Approved as Noted ProiectN... <br /> 05/01/2025 11:41:40AM Date: February 6,2025 <br /> C-502 <br />