Laserfiche WebLink
< SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M. <br /> w <br /> iD M N M � N p <br /> � 01 OO f0 <br /> N n NOTES ATTACHIN A MANNER THATNOTES <br /> STAIRPOSTSEE WSDOT1A11111 THE 1' MINI1. MEET IZEDCONETRUCNITS OF <br /> A55D BY THEESFARRICUISFIRMLY 1. SLIGHTLY UPSLOSOF THEVENTFENCE EDIMEN FROM <br /> O �� 1' HELD BY BPECIFIUITONS B-01.319M <br /> MEET REQUIREMENTS OF WSOOT STANDARD SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br /> (j1 H Of �1' (SEE NOTE 1) SPECIFIUTION SECTION801.31)). SUPPORTTHE WAYTXAT FLOWING AROUNDTXE ENDS OFREFENCE. <br /> N REDUCE$THE POTENTIAL RFDRM MAINTENANCE FLOW FOR FABRIC TEARING— 2. PE IN ACCORDANCE WITH <br /> m FLOW FASTEN GE_ <br /> TO WSDOT STAND ARDSPECIFIORnONSB-01.31e1A <br /> N BACKUP SUPPORT \ POST EVERY 6"IN O.C. ANDSSPUCES HAU- <br /> w III_ T• I I I 1- z 3. SPS RIPHALLTIONSBEPLACEDINLOW-EDI <br /> r o SELF-LOCKING TIE-NYLONE ORS OR SUMP AREAS, EFENSARELDUTED IN <br /> V 7 Fp KEY ROCK INTO INSTALL DRIVE WAY CULVERT BACKFIUUE B rE a aElrvsiAi AREAS,WE <br /> oiiiEnwliinPvswio. <br /> If RENEI$ARDAD$IDE DITCH COMPARED _ �6/61MLN GRADE) <br /> Q H 3 SWALE 0.25' MIN. 5 ,u, PRESENT NATIVE SOL GEoi[xT IS"' 120p MIN RNSIIESRENGR, 4 INSTALL SILT FENCING PARALLEL TO MAPPED <br /> A 1 \ Y r / WSTARUZED CONTOUR LINES. W W <br /> r' NOTE: FLOW s URNGE—VATON,MINIMIZE DISTURBING O <br /> 'O THE GROUND ARouND WE CIA AS MUCH Ass U ¢ <br /> y (D 1. SUMP BEHIND ROCK CHECK DAM SHALL BE ABLE.ANDSMooHsugFAccro owING p k k <br /> < < INSPECTED DAILY, AND CLEANED WHEN F%10T1NG AD 3a MR.TYPICAL :� EXCAVATION TO AVOID CONCQUN—INGATE TO GEGENT LOWs. p m <br /> FD m COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH. BURYGEOTEKTILF VeoF:xcu*nee°�owipDE w 3 p m m <br /> C SECTION A-A _ _ -- Iry BENCH 4= y� STEEL Pon j�mPluPu uPPoaT k L L N <br /> _ sEe sTTONDLEAfoa vLrfErvcE <br /> I F SECTION 9-332111.TSPECIABI£6°N (TYPICAL) 'I w <br /> tc PERMEABLE BALLAST TYPICAL SEEANIARD / i �I� Z Z N O Wj <br /> V O O <br /> s6rnoN9n3 Blp ranax �, <br /> AS REquRED lm Mx,FxcEm DEPMINTH TYPICAL INSTALLATION DETAIL \. - iD1 'roc LLI J O p <br /> MAY BE REDUCEDTO 50'MIN FOR \ t <br /> 3' 3 SUESWRIELESS MANONENFO TRIf�1 RRI 1 J O C <br /> ROCK CHECK DAM ACHE <br /> OFExPO5ED5oRORAPPRDvf°aYINSPECTOR INnALLBACKESEESTORTFOR 'I �`f 0 0 o r <br /> THE CATION <br /> SEC SEE STaxDARD <br /> JII i' <br /> A� I srmF oN Sl:rnox 801a16M <br /> y K K 2 N <br /> PIABILI—ITRUCTIM THE ENE FFOR SOIL T III 1 1 M M N <br /> STADWATIOTHECONHRUCTIOFTHEExNCE, PROVED FULL EGRESSIDTH Of \v <br /> ROADWAYTORECONSRUCTIONENTRANCE, INGRE55/EGRESSAREA ` ' / .i.'' 6PUCED FENCE SECIION3 SHALL RME CLOSE CAPINGENOUGH RTOGETHER <br /> UGHW <br /> OR AS DIRECTED BVRE ENGINEER 16'MIN M' TO PREVEMBILT LADEN WATER FROM ESCAPING THROUGH WE <br /> 1.25' 0.5' MIN 6Q FENCE AT THE OVERLAP. <br /> 0.75' <br /> SPLICE DETAIL <br /> KEY ROCK INTO ISOMETRICVIEW II THPRULSILT FE VCE WSDOT STD PIAN 1-0.10-03 ACCEPTABLE SUBSTITUTE y <br /> SWALE 0.25' MIN. WSOOT STD PLAN I-80.1043 ALCEPTAMESUBSTRUTE II W BACKUP SUPPORT EROEPTSTEEL POST REQUIRED :2 <br /> CONSTRUCTION ENTRANCE p <br /> FLOW NE;A SUMP UPSTREAM �f CITY OF EVERETT ..,,ca"" ISOMETRIC CITY OF EVERETT W o <br /> 6E PUBLIC WORKS DiP�rteMiwr p k -'ppSL' PYPLIC WORK3 DV�RTAIiNT <br /> TYPICAL CROSS SECTION g� <br /> Mew i`"�z,m'rv15Tn�.w`Eu 00/03/201) �/ Mvs u`..ni zw.`wu`Tw�uu°�Ew 03/1)/301) <br /> CONSTRUCTION ACCESS 201 YY TEMPORARY SILT FENCE 214 Ld <br /> 1 INTERCEPTOR DITCH WITH ROCK CHECK DAM .ffi ;,ate <br /> z ROCK CONSTRUCTION ENTRANCE w a <br /> a SILT FENCE DETAIL <br /> N.T.S. cv_��d IUii N <br /> - N.T.S. <br /> And <br /> NOTES �FC/STERF�� -•. <br /> 6 MA%� 1. UTCH BASIN INSERtt SHALL BE REMOVED ATRE --- <br /> END F <br /> DMNAGEGMTE RIM 2. CATCH BASIN INSFRRARE ONLY TOBE INSTALLED IN Figure foss Section of Sedimentrap Figure 11-3.27:Sediment Trap Outlet <br /> DRAINAGE DEVICES ND_ONPERTNE MANUFACIURES'S <br /> GRATE FMME OVERFLOW BYPASS SHALL BEENSTALLEOSIN CURB mLLR INLET INSRis <br /> BENTGEEUOWINLETGRAR 3 CATCH BASIN INSERTS SHALL BE INSTALLEDPRIORT <br /> AND DCLEARING AND GRADING ACTIVITY <br /> EBRIS PLACEMENT OF A NEW CATCH BASIN N UPON <br /> -.'.. FILTERED WATER 4. WHEN <br /> BECOMES <br /> REMOVED FROM REUNIT DO <br /> ACCO D NCO ITHTHETHIRDFULLOR S' '1 <br /> ACCOR DANCE WITH RE MANUFACTURES' U <br /> INSTRUCTIONS. J <br /> J LLJ DO <br /> S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY ~ O <br /> REMOVINGTHE INLETINSERR,EMPTYNGAND N <br /> RE-INSTAWNG IT INTO THE CATCH BASIN.GO NOT W <br /> IN—SEDIMENT INTO STORM DRAINS WHILE Z <br /> CLEANING. Ld a <br /> DEVICE 6 STOM WATERSRIFTUREIT WILLSERVICE FOR Cl) VI <br /> SYSTEM(OVERFLOW <br /> BYP UILT-AS Ix HIGH-FLOW a6uE SECTION VIEW sudaue area determined O Q W <br /> q•Min. <br /> 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF at we topai, 6.MY, <br /> THE BIGD WITHOUT SPILLING THE COLLECTED f'Mn. de16Dw F— W <br /> MATERIAL __ i_ Tmi.. V Min.depth Overflows 1Il y W C) <br /> EVALSYSTEIM 9. PERFORM MAINTENANCE IN ACCORDANCE WITH T V W <br /> STANDARD SPECIFICATION B-01.3N51. T L■ 1'Min. a � <br /> RM <br /> IrAL L 3.5-5' I NO <br /> 1.5 Mn. rMl' <br /> depth Y-4'..k 03 <br /> DMNAGEGMR Flat 9MOm <br /> Washed gravel Native soil or V` th�'-1.5' <br /> Discharge IO wmpadetl Dac�ll avel <br /> NI Tmp mey be formed by berm or by Geotextile .abill,Zad Genteldile <br /> "dial or—plate exwvalion. v yance, <br /> 2'- OD k Outlet,or level <br /> Rp Rep spreatler <br /> BELOW INLET GRATE WSOOTSTD PLAN I-00.)0-00 ACCEPTABY SUBSTITUTE IF <br /> p DEVICE OVERFLOW BYPASS MAINTENANCE MFETB NOTEB 1-S <br /> y TYPICAL <br /> d CITY OF EVERETT 'WB� <br /> PUBLIC WORKS DEPARTMENT A U) <br /> Lwuu ux rvu�rux�o�Txu.w°"Ew 12/30/1016 J <br /> ISOMETRICVIEW F <br /> STORM DRAIN INLET LIJ <br /> zs PROTECTION 210 Q <br /> a CATCH BASIN INLET PROTECTION DETAIL O a <br /> NOTTOSCALE NOTTOSCALE Q <br /> CARCross Section of Sediment Trap <br /> 4101001111 Sediment Trap Outlet <br /> j Revised June 2016 <br /> Revisetl June 2016 <br /> DEPARTMENT OF DEPARTMENT OF <br /> �F ECOLOGY <br /> ws easesasP Y. y.wa.gm pyg DrDDpyrgnceeDgpermssns, IJECOLOGY <br /> Pka hUpA .eq. gohopydghLhkWformpydght noie includig p iss s, VERIFY 5k;AI <br /> State of Washington Imitation of 1.1,01y,and disclaimer. State of Washing[on Bmilelion of Babilty,and disclaimer. BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> 0—r <br /> IF NOT ONE INCH ON THIS SHEEP, <br /> 3a ; A <br /> DJUST SCALES ACCORDINGLY. <br /> SCALE: DATE: <br /> mi AS SHOWN 05/12/23 <br /> DESIGNED BY: CHECKED BY: <br /> x KDS/TB ACR/SS <br /> PACE PROJECT NO. 21586 <br /> CALL BEFORE <br /> F YOU DIG 811 C2R1 <br /> ��-X UNDERGROUND SERv10E(USA) REV1122-001 SHEET <br />