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1/2" STAINLESS <br /> FINISHED GRADE-MATCH EXISTING GROUND STEEL CLAMP <br /> SANITARY SEWER GENERAL NOTES: EXTRUSION WELDED BOOT <br /> ,/2" TO LINER. PVC BOOT OR EQUAL; <br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT GRAVEL BORROW EXTEND 3" (MIN) BEYOND <br /> STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS, UNLESS Qj STAINLESS NEOPRENE PAD <br /> OTHERWISE SPECIFIED AND APPROVED BY THE ENGINEER. STEEL CLAMP 30 MIL PVC LINER / <br /> 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, NEOPRENE RUBBER PAD / <br /> CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, ro 1 1/2" STAINLESS _ _ / / ANGLE VARIES <br /> `^ AND APPROVED BY THE CITY INSPECTOR. BOOT T _ STEEL HOSE CLAMPS / <br /> / <br /> F 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED o 0 0 0 0 0 � <br /> z FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE 000000000000 <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS 000000000000 _ I I BUTYL MASTIC PENETRATION DIA VARIES <br /> o AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF 000000000000 HYDRAULIC BARRIER TO BE <br /> o CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE 000000000000 PROVIDED IN FUTURE PHASE CAULK <br /> J CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY O O O O O O SUBMITTAL <br /> CHANGES REQUIRED SHALL BE APPROVED BY THE OWNER'S 00000000000 PENETRATION 2" (MIN) PVC BOOT TO BE EXTRUSION <br /> REPRESENTATIVE AND THE CITY ENGINEER PRIOR TO COMMENCEMENT OF O O O O DIA VARIES I WELDED TO LINER. 1 <br /> 0 0 0 0 0 0 0 0 6" (MIN), ALL SIDES <br /> RELATED CONSTRUCTION ON THE PROJECT. <br /> 0000000000 0 PLASTIC LINING TRENCH FOR I I 30 MIL PVC LINER <br /> 4. SANITARY SEWER MANHOLES SHALL BE TYPE 1 MANHOLE PER CITY OF 00000000000o SHEAR BREAK, 6 MIL OR PIPE <br /> EVERETT STD. DWG. NO. 605 OR APPROVED EQUAL. 0 0 0 0 0 O OPTIONAL HEAT <br /> 000000000000 BETTER SHRINK WRAP <br /> 5. SANITARY SEWER PIPE SHALL BE HDPE PER WSDOT 2020 STANDARD 000000000000 <br /> SPECIFICATIONS SECTION 9-05.23. GEOTEXTILE 00000000 0 o PEA GRAVEL <br /> o FABRIC IF O O O O O O GEOTEXTILE FABRIC <br /> 6. GROUND ELEVATIONS FOR MANHOLES ARE BASED ON EXISTING GRADES. FOUNDED IN 000000000000 �IF FOUNDED IN PERPENDICULAR PENETRATION WITH LINER GEOMEMBRANE BOOT DETAILS ANGLED PENETRATION WITH LINER <br /> m FINAL STRUCTURE RIM ELEVATIONS ARE TO BE DETERMINED. MANHOLES REFUSE 000000000000 REFUSE NITS NTS <br /> o INSTALLED IN THIS PHASE OF THE SITE DEVELOPMENT SHALL HAVE THE 000000000000 NOTE: <br /> Y ABILITY TO HAVE THE FINAL RIM ELEVATION ADJUSTED BY f2'. 000000000000 <br /> £ 000000000000 1.GEOMEMBRANE BOOT SHALL BE AS SPECIFIED IN <br /> 7. ALL SANITARY SEWER MAINS SHALL BE INSTALLED WITH GREEN STRIPE REFUSE 00000 000o i REFUSE SECTION 31 05 32 OF THE RIVERFRONT <br /> ON PIPE AND TRACING WIRE SHALL BE INSTALLED ABOVE THE PIPE p 0 p PIPE BOULEVARD CONTRACT PROVISIONS. CONTRACTOR <br /> BEDDING. SEWER MAIN PIPE MATERIALS SHALL BE APPROVED BY THE I o o SHALL CONTACT OWNER REPRESENTATIVE AND <br /> CITY ENGINEER PRIOR TO CONSTRUCTION. i E) 0 I OBTAIN A COPY OF THIS SPECIFICATION PRIOR <br /> 000 000 I TO BEGINNING RELATED WORK. <br /> O O O <br /> 8. SANITARY SEWER MANHOLE LIDS SHALL BE INSTALLED PER C.O.E. STD. O O 00 00 <br /> a DWG. NO. 610. <br /> 0 o i O O TOP OF CANTILEVER, SEE <br /> 9. FOR ADDITIONAL UTILITIES NOTES, SEE SHEET NT1. z z 1000000 00000 I DWG. N0. SP1.0-SP1.3 <br /> z`w z 000000 00000 FOR DETAILS <br /> 10.PEA GRAVEL WILL EXTEND FROM THE BASE OF THE TRENCH TO WITHIN ow ow 000000 0 0 000 <br /> in 18 INCHES OF THE SURFACE. w w w I 000000 00000 01 <br /> 11, EITHER ASPHALT OR SEALED LINER WILL COVER THE TOP OF THE z z z z 000000 00000 <br /> i TRENCH. �- 7 i 00000 O O 00 i <br /> 12.MAXIMUM TRENCH WIDTH SHALL BE 4 FEET. 000000000000 <br /> 13.SIDES OF THE TRENCH SHALL BE LINED WITH PLASTIC (6 MIL OR <br /> 3 BETTER) USED AS A SHEAR BREAK. 3' MIN TRENCH WIDTH <br /> 4' MAX TRENCH WIDTH <br /> 1' MIN, ANNULUS OF 1 <br /> NOTE: FINAL GROUND BENTONITE SAND <br /> o BACKFILL AROUND <br /> 1.TRENCH BACKFILL SHALL BE COMPACTED TO A MANHOLE <br /> o FIRM CONDITION AS APPROVED BY THE <br /> GEOTECHNICAL ENGINEER. <br /> i <br /> 0 <br /> HDPE SEWER PIPE TRENCH <br /> NITS z <br /> �m <br /> 0 <br /> 0 <br /> o <br /> SMOOTH CORED 1 <br /> HOLE, TYP INSIDE FACE <br /> OF CONC r <br /> a WATERTIGHT <br /> o KOR-N-SEAL J <br /> OR EQUAL a. - <br /> 6" <br /> STAINLESS STEEL <br /> i - MIN GEOTEXTILE <br /> PIPE CLAMP , FABRIC <br /> o HDPE GEOTEXTILE <br /> i \�FABRIC <br /> o a <br /> a o REFUSE I <br /> 0 <br /> wl- 0 <br /> O O <br /> = REFUSE <br /> in STEEL FRAME AND <br /> 3" PILE SUPPORT, <br /> 1' MIN OVER-EXCAVATION. BACKFILLED <br /> REINFORCED STAINLESS SEE SHEET SP1.3 COURSE OR CRUSHED RAVELFACING BORROW SE <br /> da -o <br /> STEEL SLEEVE 1/8" MIN NOTES <br /> x THICKNESS OD TO MATCH <br /> PIPE ID <br /> CAVITY O-RINGS 1.OVER-EXCAVATION, GEOTEXTILE, AND BACKFILL <br /> ` SHALL BE USED WHEN THE STRUCTURE IS <br /> 3 STAINLESS STEEL <br /> FOUNDED IN REFUSE. <br /> CORBAND <br /> STANDARD PIPE TO STRUCTURE MANHOLE BACKFILL DETAIL <br /> NTs <br /> E <br /> CONNECTION DETAIL <br /> Co NITS <br /> i <br /> 0 <br /> vo WAN l,EE) <br /> 1\ 10/22/H ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION GF'of INASyG Drawing No <br /> _ �o� Dr.— By Date SHELTER HOLDINGS, LLC <br /> �) PERTEET P. HOUGHTALING 8 15 19 S S 3 <br /> Designed By <br /> i V.WEN 8 15 19 EVERETT RIVERFRONT DEVELOPMENT Sheet No. <br /> 0 2707 COLBY AVENUE,SUITE 900 ge54968�0 �� Chseked By ADVANCED SITE WORK PERMIT <br /> o EVERETT,WA98201 Know whars below. ��ss�iSTER 24 <br /> No. Dote Re is;o B A 425.252.7700 1800.615.9900 oNA� ECG Approved By pro;eet Number SANITARY SEWER DETAILS 28 <br /> G y ppr. Call before you dig C. DDNNER 8 15 19 20180004.005 of Total <br />