Laserfiche WebLink
1,A 0 <br /> 16 <br /> OOSTST0067i1r <br /> 4■WACO S1UCr/E.reu / <br /> ON,IV►s W-AIS /• f <br /> r <br /> e <br /> •••,�-»-� 000n7o�aosa: <br /> Axn(4 a■Io ■.■w lw.�. <br /> PW is tov" ,;; _ ■....... <br /> 45 dNsae <br /> X SOR 15 4• R PVC 35 <br /> C43E STD <br /> �► 6A4 SDR 35 1.5 FT • <br /> � I ? ■.vTrarNW.cer 2� �. <br /> COE <br /> S 358 T ;' oosr�7aoDoorD+ <br /> R MA �. <br /> 'COESDR35P { <br /> SOR 36 PVC 6 <br /> 126 GRAVEL grade min2% <br /> grade •r <br /> r ti cn <br /> Will tatloc4�-+av <br /> .4r 4r 4�IA <br /> .. r..c A-Fr sr v <br /> r K11E11 A�6 NQ t <br /> , \ L <br /> 7 ti tIR a.41�N .OT 13 � l� <br /> «.rr r■-4.Nr <br /> , <br /> rr m 44Y r <br /> ■. IN-arr-4a.r S� <br /> NOTES SEE SHEET 604 I PROPERTY UNE SEESHEET6D4 NOTES <br /> 1. CONNECTION TO SEWER MAIN PER SEC.7 OF �OR RIGHT-OF-WAY a 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW <br /> STAND ARD SPECIFICATIONS AND SPECIAL GRADE ELEVATION I TYP GRADE ELEVATION MAINS SHALL BE FACTORY TEES <br /> PROVISIONS AND STANDARD DRAWING 602. ilfTl-fllT Ii_I— —_ <br /> III-III- 2. TYPE A&B SHALL BE USED ONLY WHEN <br /> Il- <br /> 6"wC ASTM <br /> 2. INSTALL 6"MINIMUM PIPE SIZE IN RIGHT OF z SEWER MAIN DEPTH EXCEEDS 15 FEET OR A5 <br /> WAY. APPROVED D3034, f APPROVED BY THE ENGINEER.TYPE D SHALL <br /> 5'MAXIMUM IF INSTALL SDR350R <br /> COUPLING _ `P APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS <br /> GREATER THAN S' CAP NOT gWWp 0900 ____ <br /> 3. INSTALL 6"CLEAN OUT PER STANDARD. SHALLOW(LESS THAN 6'DEPTH AT PROPERTY <br /> INSTALL ADDITIONAL DRAWING 604. PLUG LINE) <br /> CLEAN OUT REQUIRED CLEAN OUT AT <br /> AT ALL ANGLE POINTS BUILDING CONNECTION. 2%MIN.SLOPE <br /> OVER45' 4 P4"MINIMUM OR SINGLE FAMILRIVATE SIDE SEWER PIPE Y "DEEP SOCKET"FITTINGS EXISTING 1°� p EXISTING SIDE SEWER 3 SEWER MAI NS SHACONNECTIONS TO LLBEMADE PERSTUNG S <br /> 6"MINIMUM FOR ALL OTHER USES. AT EACH END OF SIDE SEWER STANDARD DRAWINGS 612&613 OR BY <br /> VERTICAL PIPE SECTION 6"wCA5TM D3034. APPROVEDMANUFACTUREDCONCRETE TEE. <br /> GPK PRODUCTS"OR EQUAL SDR35 OR AWWA C900 PVC SEWER MAIN <br /> GENERAL NOTES (SEE CONNECTION 4. SEE STANDARD DRAWING 604.WHERE RING <br /> NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR <br /> 1. SEE SECTION 7 OF STANDARD 35•MIN PAVED AND UNPAVED AREAS,FIELD <br /> SPECIFICATIONS FOR ROADS;BRIDGE AND 45°MAX CONDITIONS WILL DICTATE WHICH <br /> MUNICIPAL CONSTRUCT;ON WSDOT/APWA O SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE. <br /> AND CITY SPECIAL PROVISIONS SECTION PVC SEWER MAIN MINIMUM DRY MIX CONCRETE <br /> x� BUILDING 7-18 FOR DETAILS AND REQUIREMENTS ON (SEE CONNECTION 12'X12"CIP CONCRETE BLOCK.CONCRETE SHALL BE <br /> ¢ LATERALS. NOTES COMMERCIAL CONCRETE MIX AS CALLED OUT IN (OR CONCRETE BLOCK,SAME AS S. GONNERIONS TO EXISTING HDPE SEWER <br /> WSDOT STD SPEL OR SANDBAG FILLED WITH 60LBS TYPE"A") MAINS SHALL O MADE PERSTANDARD <br /> DRAWING 612 OR SIDE-WALL FUSION_ <br /> 2. ALL CLEAN OUT'S ON PRIVATE PROPERTY MIN OF DRYMI%CONCRETE. <br /> ARE TO BE ADJUSTED TO GRADE IF IN PAVED <br /> AREAS PER STANDARD DRAWING 604. TYPE„A" TYPE„C" <br /> 3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br /> WITH WYES OR SANITARY"T"S(SWEEPS). <br /> TYPICAL I INSTALL STRAIGHT"T'S ARE NOT PERMITTED. <br /> CLEANOUT SEESHEET604 t SEE SHEET 604AT BLDG, R <br /> ALTERNATES CONNECTION 4. ALLOWABLE GRADES ARE 2%(1/4"/FT) <br /> MINIMUM TO 100%(FT/FT)MAXIMUM. <br /> VATI N I GRADE El1VATION <br /> 4 5. SEWER MUST BE STRAIGHT BETWEEN ii III I — — — — <br /> ANGLE POINTS,CHANGES IN LINE OR — 1 <br /> 3 GRADE SHALL BE MADE WITH APPROVED i i SHALLOW SIDE SEWER <br /> FITTINGS. INSTALL CAP 2 EXISTING SIDE SEWER <br /> PROPERTY NOT PLUG -s 4"OR 6"- - 6"PVC ASTM D9034, <br /> LINE 6. IN ONLY ONE(1)CONNECTION TO SDR350R AW WA <br /> 2 THESEWERMAIN PER BLDG.15 ALLOWED. APPROVED C900APPROVED COUPLING <br /> TWO(2)DIFFERENT LAYOUTS ARE SHOWN COUP HIS <br /> 1 FOR ILLUSTRATIVE PURPOSESONLV! EXISTING i- 5'ffi'OR 6'X4'SAN <br /> SEWER MAIN PVCSEWERMAIN SIDE SEWER /�TEE/WYE <br /> `g (SEE CONNECTION 35'MIN <br /> g <br /> NOTES 2&3) 2%MIN.SLOPE V45'MAX FUTURE DEEPER <br /> `2 6"PVC ASTMD3034,SDR35 SIDE SEWER ` City of Everett Permit Review <br /> n <br /> 35"MIN OR AW WA L900 <br /> CITY OF EVERETT "5"'" CITY OF EVERETT EVERETT Status:Reviewed for Permit <br /> sa O DRY MIX CONCRETETM�L85MINIMUM pU BLIC WORKS DEPARTMENT .",.,.e. <br /> 11/02/2023 9:12:22 AM <br /> �y PUBLIC WORKS DEPARTMENT (OR CONCRETE BLOCK SAME AS TYPE-A. ,,,,•"", „-„ <br /> 0^ SANDBAG FILLED W ITH WLBS MINIMUM 12/30/2016 <br /> nu,sm uvrovur.. ru.xw,nr xw. <br /> TYPICAL SIDE SEWER m... - <br /> "c `"xa 12/30/2016 ' ' DRYMIX CONCRETE ' TYPICAL SIDE SEWER <br /> y^ 01 TYPE B� (ORCONCRETE BLOCK,SAMEASTYPE"A) TYPE"D� CONNECTIONS 602 <br /> RLAYOUTS 601 TYPE A,s,c,&D <br /> TINA REYES <br /> 11907 SILVER WAY <br /> CALL 811 TWO (2) SANITARY SEWER CONNECTION <br /> BUSINESS DAYS PROJECT <br /> BEFORE YOU DIG SEWER CONNECTION PLAN <br />