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U AIgN <br /> Figure V-4.7:Perforated Stub-Out Connection W -• c �m <br /> 0 0 <br /> 11J 0 0 A ,s <br /> 0 Z Z ,(2 �' <br /> random fill Q ` - 0 <br /> 0 ›- i) h <br /> I L m= <br /> Q ms <br /> - ____. __-- _ ____ _...__ NOTES 6' t tier laMic LU Zti <br /> NOTES S.mAx 1. CATCH BASIN INSERTS SHALL BE MAIMED AT THE W S <br /> END Of THE PROJECT. <br /> • <br /> E. STABILRED COGTPANTION ENTRANCE SHALL DRAINAGE GRATE TRIM 18'min.1-S �i•' •s,„ r Pex PRe Z ` Ni K <br /> • MEET THE REWIREMBIR OF WSOOT STANDARD 2. GTN BASIN INSERTS ARE ONLY TO BE NTALLED IN ��-.� Pt �� <br /> SPE OF.11011 S£CRN SPIV). DRAINAGE°Evicts PER THE MANUFACTURESS .j':.'-.�..=, - 4�-� m3a <br /> '• <br /> GRATEFRAME SHALL BE INSTALLED 00113 INLETS.RECOMMENDATIONS.CATCH RASP HIT INSERTS 1.1�44Ai ?. 1Y•-V waeled mOR• <br /> 'PS (('� h=4 <br /> OVERFLOW BYPASSV, v <br /> BELOW IN.GRATE � 1 e4 '..49�1 m O< <br /> SEDIMENT P1581 3. CAT(H BASIN INSERTS SNAG BE INSTALLED PRIOR TO Z C U U <br /> AND DEBRIS WARING AND GU0NG ARRAY,OR UPON W <br /> PLACEMENT Of ANEW CATCH BASIN. O <br /> • FILTERED WATER 24"mn. I I <br /> E. SEDIMENT SHALL BE REMOVED FROM THE UNIT W R< <br /> INSTALL OUVEWAY CULVERT VP.IT COMFS ONE THIRD FULL ORIN <br /> IF ESENE BA ROADSIDE DITCH - <br /> T PRESENT EUCTOACCORDANCE WIIITHE MANUFACTURES <br /> Trench X-Section 'I,1\► <br /> NS. <br /> SHALL <br /> r <br /> REINSTALL.IT INTO THE CAT.BARI.DD NOT '• 1,.,.,,:- ...__. S. SEDIMENT <br /> ciElMf REMOVAL <br /> INSERTS iinvmNGS1JIDry .4,-.;` `�, <br /> WASH SEDIMENT INTO STORM CRAINS WHILEiltak <br /> '•� 3C MIN TYPICAL CLEANING. • 3`i <br /> -.�*Y ,`\ IAA, <br /> b. / 6. AIL-THE BELOW INLET GRATE DACE IEWDT FOR THE ���, <br /> 11111W. -� STORM WATER SIRUCTIINERN'tLLSER/ICE. <br /> lope // <br /> •• - \\ ._ 7. DIE MCP SHALL PAVE A BUILT-SE HIGNFLOW RELIEF <br /> SYREM(OVERFLOW BYPASS). LO toad <br /> ` �-t .'�xR,iz.+ .- - SECTION VIEW <br /> ���- i -4-•- E. TH:RETRIEVAL SAIDA MUST ALLOW MAMMA OF ~dranage ryslem <br /> e STANDAR,PALVSTTrRrALSEE <br /> S.M.-3.V)SPECIFICATION MITBIG°WRNOIRSPRUNG THE COLLECTED <br /> % 0@ SECTION 9-03.BI3) MATE0.IAl. <br /> E PE _ 9. PERFORM MANTNTENANCE IN AU00.0ADCE WITH <br /> NM STANDARD SPECIFICATIONB-013(15). / "level tench <br /> LENGTH...ARID 100'MN,EXCEPT RETRIEVAL SYSTEM <br /> MAY R REDUCED TO 50'MtNFN ,TTPCAL 2'%1 V <br /> SITES WITH PA THAR ONE ACRE 1TPKK - <br /> - Of£1oosEowaoR APvnoroar INSPECTOR ._ ORAMMGE GRATE Cf level ppH <br /> PUCECONTNFROM HEEDSEOPTLE HESgL � <br /> ROAOWATIOAF CONSTRUCTION <br /> EUCTIOF THE EXISTING vMNSERILL.AR OF tt1.I-rF�N�G. <br /> M1OAOWATTOD BY THE ENGINEER EMTNWCE, 15 MIN/FG0.E55AG • 1 �\.� <br /> OM1ASgRECFE°BY THE ENGINEER _ <br /> dI ti Plan View of Roof , <br /> If NO SCALE ! 'MOOTSTO PLAN 14020-0O ACCEPTABLE 5LBTITU2E IF m <br /> ! ISOMETRIC VIEW ! e£LOCwE INLET SPATE \ TYPICAL <br /> OVERFLOW BYPASS MAINTENANCE MEETS NOTES l-S NOT TO SCALE <br /> € CONSTRUCTION ENTRAN CE WSDOTND PLAN HELM E ACCEPTANE SUBSTITUTE 1 nP�L o <br /> 11 EVERETT PUBLICMDRRS I, :EVERETT PUBLIC WORKS y,� <br /> t L WAS NINGTON DEPARTMENT ; `•TA (III•WASHINOTON DEPARTMENT <br /> I I' Perforated Stub-Out Connection <br /> et �li,,� El s7, I•-t,. ' 7 §. ISOMETRIC VIEW �Me �'� - INLET <br /> i zolF Rev seLL June 2016 <br /> 3@ ii <br /> STORM DRAIN INLET <br /> Ili CONSTRICTION ACCESS 201 PROTECTION 210 DEPARTMENT OF <br /> - _..... _ _._.._....... _.., r._____ <br /> Please °ION/we,BOY Ava.poL.kopynghLhlrM tor EwPYri3ht lLdice incktlNy pernrssrons. <br /> St,:,r t Vr.A_r ngton TIBLIDI ofI.itxl.ty,a II<.'sclairner. 0 <br /> 0 <br /> DEPARTMENT OF ECOLOGY SWMMWW <br /> CITY OF EVERETT STANDARD DWG 201 CITY OF EVERETT STANDARD DWG 210 PERFORATED STUB-OUT <br /> 1 CONSTRUCTION ENTRANCE & TIRE WASH (BMP C105) 2 STORM DRAIN INLET PROTECTION (BMP C200) C220 3 CONNECTION (BMP T 5.10C) <br /> D 1,3 NO SCALE D 1.0 NO SCALE <br /> D 1.0 NO SCALE <br /> w <br /> NOTES NOTES Luc') <br /> 1- 1� <br /> ATTACH IN AMASSER THAT POTSMEWSOOT STANDARD 0 O 0 W <br /> ASSURES FABRIC IS RAMIE SPECIFICATIONS 001.3I0 L INSTALL THE ENDS OF THE SILT FENCE TO POINT 1 CONNECTION TO SEWER MAN PER SECTION C <br /> HELD BY THE BACKUP SAINTLY UPSLOPE TO T SEDIMENT FROM 70f TANOARO SPCDFICAT ONS FOR ROADS: <br /> SUPPORT SEAWAY TWAT ROVANG AROUND THEE ENDS ENDS 3F THE FENCE. BRIDGE AND MUNIUPK CONSTRUCTION • <br /> REDUCES THE POTENTIAL WSOOT/APWA esr SPECIAL PROVISIONS, <br /> FOR FABRIC LEANING 2 PERFORM MAINTENANCE IN ACCORDANCE WITH AND STANDARD DRAWING 672. <br /> FASTEN GEOTEATILE TO WSDOT STANDARD PACIFNATONS 601.3IDA <br /> POT EVEN 6.IN O.C. AND R-023115I 5'MACIMUM IF 2. INSTALL 6"MNIMUN RPESE IN RIGHT OF p 8 <br /> GREATER THAN 5' <br /> BACKUP SUPPORT I S SPLICES SHALL NEVER BE PLACID IN IOW SPOTS CLEAN OUT MOONED IN OAT IIT�AL WAY. U U D <br /> OR SUMP LOCATIONSRSMNESARE LOCATED IN STALL ANGLE POINTS BUIIOING CNNECTION. 3. INSTKl6"CLEAN OUT PER TNNDMO. aa <br /> BAMRLLED6 -�n� LOW OR SUMP AREAS.THE FENCE MAY NEED TO owur DPAW8010L w K Z W <br /> I BE RDNSTALLEU UNLESS OTHERWISE APPROVED. rink 0 U <br /> j+�I SELF-LOCR'NG TIENYLOFE: <br /> • COMPACTED ,vs t' I 6/6(MIN MADE) 4. RU HATE SIDE SEWER PIPE DIAMETER: R <br /> HATNESOL GEOM.°RE 44-1 JILT MIX-ENSILE STRF.11, A. INSTALL SILT PEA.G PARALLEL TO MAPPED V MINIMUM FOR SINGLE FAMILY <br /> I UVSTANLRED CONTOUR LINES' 6"MNNUM FOR ALL OTHER USES. <br /> > B UTHEE GROUND AROUND TRESOS A.S MUCH ADD GENERAL NOTES <br /> '?M•{_ NASAL.AND SMOOTH SURFACE FOLLOWING <br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. F 1. SEE SECTION I OF STANDARD <br /> _ �� COMPACTION MUST BE ADEQUATE TO PREVENT SP[VPGTNTNSFOLROADS;BRIDGE AND �JJ <br /> TDCTILE UNDERCUTTING FLOWS gf moo. MUNICIPAL CONSTRUCTNTN'NSOOT/APWA ❑ <br /> aAaur wPPOR: 3 AND OTr sPEa u RLOWEON000155MCDON J J_ <br /> • <br /> G WTIXitE FOR MT FENCE ITrPGEI LATE AL DETNLS A20 REQLIIIEMOR ON _ <br /> IN TRENCH <br /> 4 SEE TAM`MDYEOFIGTION \\ 4Ay. Slffi POST LATERALS. Q <br /> `I 1"� III D <br /> SFCELON-33.111I.TABLE6 �"✓' •Y 1 Z AL GUAM GIPS ON PRIVATE PROPERTY Ca <br /> ill• APE TO BE ADJUSTED TO GRADE B IN PAVED W <br /> ' ,,� I ./lf • AREAS PER STANDARD DRAWING 600. 1 W <br /> ",g3,...i. / : N J I TYRE CI <br /> Iaaw our 3 t wren M CLEAN OOPS ESAxDAr I TOM s®sl. W <br /> TYPICAL INSTALLATION DETAIL ` - L� w LRw CONNECTION 4 <br /> CAT ONNEC. STRAIGHT TS ARE NOT PERMITTED. W r <br /> 0 IUI/i ALLOWABLE GRADES ARE 2%Il/a•/R7 O (r� FW <br /> INSTILL BACKUP SUPPORT FOR '� SI/ ) 1.''' O O MmINUM T010Ot IFf/GTI MA%IMUm. `J rt <br /> THE STALLBGIOTEXTIE BACKUP <br /> SEE SUPPORT <br /> I '; S. SEWER MUTMSTMIGHTBEIWEO Q W <br /> SPEORGTgN SECTION 60130M, j' <br /> O ANGLE POINTS.CMAAGES TRIUNE OR L <br /> y., �l l+ _ _unaraei rr - _ HTTIxulaz MADE WITH APPROVED Z <br /> 0 <br /> / _.l�L SPLICED TRICE SECTIONS SHALL BE CLOSE EHD1GH TOGETHER © 6. NOR <br /> ONLY OXEII COMNFCf10N TO LLJ <br /> ❑ of <br /> name <br /> urei <br /> M'-FY 10 PREVENT SILT LADEN WATER FROM ESCAPING THROUGH TiE OTHE NLY. ER WAIN PM BUILQNG Is r� } <br /> G� S. FENCE AT THE OVERLY. O aewERA1AN BEELBBAWN AIEOVRO.TWO 12101REPBIr GYNTS J Fi )- <br /> •F SPLICE DETAIL 1 <br /> ARE SHOWN FOR ILLUSTRATIVE PURPOSES J ❑ <br /> ONLY. �(! ��_�' I TYRCALSILT FENCE WSDOT STO PAN F30.10U3 ACEPTABLE SUBSTEDIA ! <br /> ;' / MTH BACKUP SUPPORT EXCEPT STEEL POST REQUIRED <br /> PT. ° LAYOUT'A' LAYOUT'S' <br /> t ISOMETRIC :EVERETT PuauctfDRNs EVERETT PUBLIC WORKS <br /> a <br /> Lm WAGH HGTON DEPARTMENT <br /> �� 1�i- III•WASHINGTON DEPARTMENT �• ' O ^ <br /> gi 1 E O LL <br /> 1€ r - TEMPORARY SILT FENCE1111 II TYPICAL SIDE SEWER IAYOUTS LL^..LL/ <br /> Lt to I I - I COCO <br /> m CITY OF EVERETT STANDARD DWG 214 CITY OF EVERETT STANDARD DWG 601 <br /> o ` City of Everett Permit Review 4 SILT FENCE DETAIL (BMP C233) 5 TYP. SIDE SEWER LAYOUTS <br /> o EVERETT Status:Reviewed for PermitD W~" 04/10/2023 1:41:13 PM o 1.0 NO SCALE 0 <br /> D 1.0 No SrAR F <br /> 5 #23409 <br /> Y:\23409\DWG\CONSTRUCTION\Z_CSE TITLE BLOCK.DWG(LoyoutENG)2/17/2023 3:43 PM <br />