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e 4 <br />0 <br />2 <br />X <br />A <br />R <br />5' MAXIMUM IF <br />GREATER THAN 5' <br />INSTALL ADDITIONAL <br />CLEAN OUT AT <br />BUILDING CONNECTION. <br />— TYPICAL INSTALL <br />CLEAN OUT <br />AT BLDG. <br />ALTERNATES CONNECTION <br />r4r <br />3 <br />PROPERTY <br />LINE <br />02— � <br />SEWER MAIN <br />TES <br />1. CONNECTION TO SEWER MAIN PER SEC. 7 OF <br />STANDARD SPECIFICATIONS AND SPECIAL <br />PROVISIONS AND STANDARD DRAWING 602. <br />2. INSTALL 6" MINIMUM PIPE SIZE IN RIGHT OF <br />WAY, <br />3. INSTALL 6" CLEAN OUT PER STANDARD, <br />DRAWING 604. <br />4, PRIVATE SIDE SEWER PIPE DIAMETER: <br />4" MINIMUM FOR SINGLE FAMILY <br />6" MINIMUM FOR ALL OTHER USES, <br />SECTIONGENERAL NOTES <br />1. SEE OF STANDARD <br />SPECIFICATIONS <br />-O • ROADS; <br />, BRIDGE <br />MUNICIPAL CONSTRUCTION.. <br />PROVISIONSAND CITY SPECIAL <br />8 FOR A AND REQUIREMENTS <br />2. ALL CLEAN OUT'S ON PRIVATE PROPERTY <br />ARE TO BE ADJUSTED TO GRADE IF IN PAVEC <br />AREAS PER STANDARD DRAWING 604. <br />3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br />WITH WYES OR SANITARY <br />STRAIGHT "T"S ARE NOT PERMITTED, <br />4 ALLOWABLE, ARE 2 <br />- <br />s <br />MINIMUM TO % (FT/FT) MAXIMUM. <br />SEWER5. MUST R ,_ R STRAIGHT BETWEEN <br />ANGLE POINTS, <br />GRADE a APPROVED <br />6. NORMALLY ONLY ONE(l) CONNECTION TO <br />THE SEWER MAIN * • BLDG. IS ALLOWED. <br />DIFFERENT LAYOUTS <br />i R SHOWN <br />FOR ILLUSTRATIVE PURPOSES <br />} <br />fir <br />vERErr PUBLIC <br />City Enkincer Svct'o Mu ger CAU M�nat;v Uravm By Cu t Nev pate <br />RYAN SASS DAVID VOIGT PAUL WILHELN1 WR9 12/30/2016 <br />TITLE <br />STANDARD DRAWING Nv. <br />TYPICAL SIDE SEWER LAYOUTS 601 <br />SEE SHEET 604 SEE SHEET 604 TES <br />PROPERTY LINE <br />OR RIGHT-OF-WAY 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />GRADE ELEVATION TYP GRADE ELEVATION MAINS SHALL BE FACTORY TEES. <br />I <br />6" PVC ASTM I 2, TYPE A & B SHALL BE USED ONLY WHEN <br />__ SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />APPROVED Q3034, 2 APPROVED BY THE ENGINEER. TYPE D SHALL <br />INSTALL COUPLING SDR35 OR APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS <br />CAP NOT AWWA C900 <br />PLUG ---� SHALLOW (LESS THAN 6' DEPTH AT PROPERTY <br />LINE) <br />2°!o MIN. SLOPE 3. CONNECTIONS TO EXISTING CONCRETE <br />"DEEP SOCKET" FITTINGS -- EXISTING �0 EXISTING SIDE SEWER SEWER MAINS SHALL BE MADE PER <br />AT EACH END OF SIDE SEWER STANDARD DRAWINGS 612 & 613 OR BY <br />VERTICAL PIPE SECTION 6" PVC ASTM D3034. <br />"GPK PRODUCTS" OR EQUAL PVC SEWER MAIN APPROVED MANUFACTURED CONCRETE TEE. <br />f% <br />SDR35 OR AWWA C900 <br />(SEE CONNECTION :._ 4. SEE STANDARD DRAWING 604. WHERE RING <br />NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR <br />350MIN PAVED AND UNPAVED AREAS, FIELD <br />45°MAX CONDITIONS WILL DICTATE WHICH <br />SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE. <br />PVC SEWER MAIN MINIMUM DRY MIX CONCRETE <br />(SEE CONNECTION �` - 12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE (OR CONCRETE BLOCK, SAME AS 5. CONNECTIONS TO EXISTING HDPE SEWER <br />NOTES 2 & 3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN TYPE "A") MAINS SHALL BE MADE PER STANDARD <br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE -WALL FUSION. <br />MIN OF DRYMIX CONCRETE. <br />TYPE "All TYPE 11C14 <br />SEE SHEET 604 <br />{ <br />I <br />GRADE ELEVATION - _-- <br />INSTALL CAP <br />NOT PLUG 71 <br />PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 2 & 3) — <br />b / 35°MIN <br />45°MAX <br />2% MIN. SLOPE <br />- 6" PVC ASTM D3034, SDR35 <br />OR AWWA C900 <br />SEE SHEET 604 R <br />GRADE_ ELEVATION <br />6" PVC ASTM D3034, <br />SDR35 OR AWWA <br />C900 <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <br />SHALLOW SIDE SEWER <br />EXISTING SIDE SEWER <br />4110 R 611 <br />APPROVED COUPLING <br />—\_ 6"x6" OR 6"X4" SAN <br />TEE/WYE <br />1 35°MIN <br />FUTURE DEEPER <br />\..-M I 45°MAX SIDE SEWER <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />(Oft CONCRETE BLOCK, SAME AS TYPE "A") <br />TYPE I'D" <br />CITY OF EVERETT <br />PUBLIC <br />City EnEi er Secr'vn M:inuger CAD Manafer U—n By Current Nev Qate <br />RYAN SASS DAVID VOIGT PAUL WILHEIV{ WRB 12/30/2016 <br />TITLE TYPICAL SIDE SEWER <br />STANUARq TIMING NU, <br />CONNECTIONS <br />TYPE At, B, C, & D <br />iJRA iN.S' FOR STPUl' SLOPES <br />Installation of the pipeline will be <br />difficult clue: to the slope in which the <br />pips: will be laid. Any damage to the <br />slope due to construction must be <br />repaired to its original condition. A <br />large load on the conrete anchor whit] <br />supports the pipe, at the trap of the <br />sifape will result dice to this installati€aa <br />This anchor should be moved as far <br />away from, the :face of the, slope as <br />passible to maximize its support <br />capability. The pipeline should he de- <br />signed to withstand the weight of the <br />water within the pipe. <br />See details below cosh .only used to <br />support and hold the pipe in place, <br />which should be used for this install- <br />ation. If the pipeline fails, it will be th <br />owners responsibility to rels+stall the <br />pipeline. If damage occurs to railway <br />property due to the failure of the <br />pipeline, the property owner will be <br />responsible for damages. The property <br />owner xr°a.ust not deposit grass clippings <br />yard waste, trees or other debris on th <br />slope at any time. <br />Ir . <br />i; <br />c <br />Concrete Callar� Undisturbed ground <br />Flan_ Vieva• <br />6" Mtn. Cover Ground line <br />g' a0 <br />m4 Rear 00 <br />ENV. View <br />Undisturbed ground <br />PIPE ANCHOR DETAIL <br />"4 U- shaped rebar bent to pipe <br />,r ; <br />If possible the diffuser should <br />: be pkiced at the property line, <br />shape and placed not less than -,. <br />Cable Ctnr:xps --•/ <br />i <br />i The diffuser must he placed <br />30" into graamd at 2 'fnieruals- <br />e <br />i out of BNSF drainage ditch. <br />s <br />I Application must show a cross - <br />I <br />1 sectian drawing of the ditch in <br />Maximurn 4" Pipe <br />' relationship to the existing <br />attd pipe and able <br />to wRhArind Wv Illllt, <br />a Dual cables. %/6" Minimum <br />i <br />trock. The drowin must give <br />; both horizontal an vertical <br />oP water Tn entire Pape. <br />I <br />distances with reference to <br />existing tap of rail, <br />i 3 <br />1j..�- <br />i <br />Q0 <br />a ._f1 <br />1 <br />a <br />1 <br />$ <br />P <br />I <br />s <br />a <br />1 <br />Y aro�'e s`i"-e`r 9pQI{S <br />around the pEps and <br />y <br />a Cable Clamps <br />around the ends far <br />316" Galv. straps <br />�,' <br />°®,� erasion control. <br />steel Bolts-,,� <br />Eli <br />>rv. <br />d .+73A� <br />r a <br />• <br />c. a <br />1 <br />311 <br />1 _ <br />N <br />j <br />� 1 <br />cI <br />f4 <br />66pp <br />w6 <br />°4 y�i <br />I� <br />t <br />-------------- <br />Underdratn Open Ends <br />UAMP <br />_QUAIL <br />DIF°F U E=R_ ' <br />fq <br />NOT TO SCA!/ LD' <br />BURLINGTONNOR <br />SANTA PE <br />RAILWAY COaCT a s <br />A-10 <br />—I I 11! —1 I I I I I �= �� P1 <br />. 0'"T V P 1 C A-2) L i_ -) PAS } EC Pam,- W- <br />s <br />DRAWN <br />DATE: 09-05-2018 <br />AGENCY NO.: <br />SHEET: 4 OF 6 <br />JOB O,: 16-025 <br />REVIEWED FOR PERMIT <br />