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ORIG APPROVED CIVILSQ�cr ueNerF1�AENT PR , .,,,R- ..�.-rTnnnl.I ❑c PnS51Rl F_ 8E SURE TD OBSERVE. CLEARING 1. SCHEDULE APRE--CONSTRCUTION MEETING WITH THE CITY ENGINEERING DIVISION AT 4�5-771-D22O, E}CT. 132fi. TWO DAY (48 HR} IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST GDNTRDL WHILE PREVENTING DISTURBANCE OF ANY AREAS DF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED 8Y CITY OF EDMDNDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AN❑ EROSION GDNTRDL MEASURES MUST BE 1N PLACE AND INSPECTED PRIOR TO ANY CDNSTRUCTIDN DR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/DR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION 1S ESTABLISHED. fi. 013TAIN DEMOLITION PERMITS AND REMOVE IMPROVEMENTS A5 NOTED. 7. ROUGH GRADE SITE A5 REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB &ROUGH GRADE SITE. REVEGETATE 015TUR8Ei] AREAS BE 5TA IL ZED PER RDSIONGCONITROL NOTES �BMPONDDTES} EANDSKEEP STOC}CPILES COVERED. 9. INSTALL UTILITIES AND OTHER FRONTAGE 1AM1PROVEMENTS. 10. STABILIZE AND COMPOST AMENa ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE• 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE 5TA81LIZATION AND APPROVAL BY CITY INSPECTOR. SCALE: 1 "-2a' 20' 0 20' z" Y x' wvoa/5Tm FILTER FFHtIC SEW ro z• . r �+ GA HARE FABRIC FOWL NATIVE &1CKfLL IIAT[RIAL FILTER FABIaO YATEWAL M CIXfilNOtiS p0(JS U5f SCAPLES OR +MNiE �$ TO AiIACIi FA91i1C lYl PARE 2- x 2- NOCO/STF7.1 P05'151 &1R! 90TTO11 OF FLIER wm:NL s' ro 1Y +. OONIPAC'FOR/F]iV6-p'E7t SW1L RAklfA1N MN1 EVSI:RE PROPER ERu9nN CON1Rl7L TI+ROIAcIIDur PRn[cr. C;lI'7 iNSPECTiON REOIIIREA ON AL,L EROSION CONfROI. IrIEIH�05 s- SILT FElfCE m 9E pLA0E0 p0YAN5LWE � CQI15TRtlCTIOI+ QEFpRE ESTTfEii YYORK f]4II BEGIN ACRY'F7'- FILTER FABRIC FENCE lw mIe �S.�:CITY OF EDMDNDS I'1LTRATIflN 5Y57EI+A5 PUBLIC WORKS STANDARR �� pEPARTNiENT UETAIL a 1M�gC, APPROVED 9+"- R. E119L19I ER-9DD , ,, I I II �. � ' I x 1 i 1 iI j ' /i "i S SWPPP CONSTRUCTION NOTES 1. THIS SWPPP PLAN 15 SUBJECT TO FIELD REVISION A5 NEE[3}=D TO 1 PREVENT ADVERSE IMPACTS TO OFFSITE PROPERTIES. 2. TURBIDITY SAMPLING IS REQUIRED AT ALL DISCHARGE POINTS AND 1 APPROVAL FROM THE CYTY DF EDMDNDS 15 REQUIRED PRIOR TO ANY ' CDNSTRUCTIDN STORMWATER LEAVING THE SITE. 3. ALL STOCKPILES SHALL BE COVERED WiTHIN 24HR5 AND REMAIN COVERED UNTIL NEEDED. 4. FiLTER SOCKS SHALL BE ADDED TD ANY CATCH BASINS QOWNSTREAM FROM THE CONSTRUCTION (BOTH DFF AND ON SITE}. 5. ALL DISTURBED SOILS SHALL BE COMPOST --AMENDED PER BMP#T5.13. fi. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING Tfl dTHERVMEASURES THIAT MAYEBEOREQU READ DDURINGECONSTRUpTION. UTILITY NOTE THE LOCATION O'= UNDERGROUND UTILITIES SHOWN HEREON 15 APPRO?(IMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW THE LOCATION OF ALL UTIL4TIE5. THE CONTRACTOR SHALL CONTACT THE PURVEYORS OF ALL L1TILlTiES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE SITE. SURVEY NOTE THE DESIGN ON THESE PLANS HA5 RELIED ON THE SURVEY INFORMATION PROVIDED SY THE PROJECT SURVEYOR. SURVEY INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY 5URV1-`f INFORMATION WITH PROJECT SURVEYOR PRIOR TO CONSTRUCTION. CALL Z WORKING DAYS BEFORE YOU DIG 1-gD�-424-5555 �o� 8 � � � UTILITIES UNDERc�OU D LOCATION CENTER Know what's De��►N- �8�� before you dlg. � i f I �l . ; I �� � I .' '� i I T� t i � i� I I I � I �� ;� I I I I I � i � i I 'r �� �rE � � FE]L'p SOpC /FI1,I OrE11 FLAN IIEF.ES [�'1 rArcR 9ASIN oATa+ B1SiN 1 ,T���N � Iualnwl TINS APPLJLATION AS A11 11Aki IXIRRK' CtiIISTRUCIIGN F'E7i0D. Z �L�DIYQiTGT� 115FSSIF -,� i orY �PFY.'11FM IiEU.>�'-fl U7 ALL ERosIOF+ CONIP9L 1EiilOp6 BEF91af oT1IEN roRx aw eE�L ry�A/I,�:ION �� ;EMPDRARY WM4AECI xoAa SEDIMENT TRAP STANDAR'U FOR CATCH BASINS DETAIL APPROVE➢ H1'I R. EMG�+ ER-90Z IN SW1 /4, SW1 �4, SECTION 8, T.27N., R.4E, W.M. �9 �� 4J� � �� s as• +ri RArmEs i �[ "t -�h Jf per' . `��.��r' � � gl1ARp1 5PAiiS ' �f �ypf :,���� y 12� WM LIFTF+ I �''�") ���_�` `- 76TH AVE W: .l . �T FULL >�>!, ONLY AP P R DV E D 1 � ����� HAUL RQUTE 7�1?IE�HYl1�Y LfTiGINLi71GIN 5}�I11LL BE EXfE1�ED ,l5 NECESSARY Tit E71S11RE WlE3iYL IS XUT TRKJ(EU OFF SRE � ANo/aR INTO rHE rlsuc RR77F-or-xAr. �� O KIB DRIVEWAY FyWP AND/DR SITE � R9AI7 15' 7V�E WN. SEE 'FABLE 6ELONl FOR RE4+1RE17 LEHG717. .p ���r�r n 1. 91R�FM`� +INTER -ALL SIBIFAC£ WAIEA FLOMR70 OR DIVERTED TORARO C01f51�-'Rp+ E7ifRMICFS SIfALL BE PIPES ACROSS 11iE EMFW7CE IF PIPING IS tla�CTiC'+1L A YOl11EGYlE EERY WITH 5:1 54DPE5 Mlll BE pfAY REED. ¢ 9. 1AAIFfTEFW10E - TILE pfjNAHCE SHALL EE IWNiARI® N A C9NWf10N 111YC11 WEL P(�YE)1T YA►CIQrIG OR FiPWWG 7.1 OF SELL YEIET OFF SIl'E AND/OR 9NfD Pn war- NICs:F-OF-MAT. Ilya µ11Y RiGI1RE PERIWIG TOP ORESSViC WfTN AODITID1iA1 47YAR1' �,s AS cDN01TfONs DEYAI:7 Ae1B RFPNR AM/OR CiF,AlI01l1 OF AHY YEISiXIES USEL ro rnra smrmrt. ALL smlYExr 57iLL.w. oanPPEn. 7W511ED oR TfpACICEB OFF SiIE ,wB/oR aura Puel Ic RfGFTi-OF�NAY MUST BE RdOVFD IWEDIATELY- 3. WFI:D.5 SHALL OE CIF►AIED TA FE1104E SEmWEM P♦i710R Td L£AHNG S1E FIE 1YFIEN ri,55NRiG 5 uLSED. it 5'EIALL rf DOr,£ Grl AAl AREA 5'iA9EIZEO 1VIFH o4wazr SPA145 Aft WltlCti Bf:AMS MQ Ali APPROVt� SED�YiM 1RrPPIf3B oE>,7cE. 4- INSPECTICIN M10 NEEDED YAINSETINICE Suu 1. HE PRONOID AFTER EACH MAIN. PR0.IECT 5F� WN LETiCTN 9F C�T7 auAAIR'r SRV.LS • Pfe7vIOE ATEI OR ASPHALT � DARY� R� AGE LE]if:TN T17 BE BETETn�IF1Eu er rr1Y �15AFc7DR- GY►Y iNSPECi10N REQIll4>£D ON ALL EFR?SION CONTROL 1EETF1005 E]£FTNiE OTHEit YA7RK CAN $EGIN a 7/s ACAE ]B � , avar+£ w � 3 AAXiE A00 a 3 ACNE TOO -� REVISION MTi STABILIZED CONSTRUCTION 7AaKIAmr sa+e �-CITY CF EDMDNDS ENTRANCE - PUBLIC WORKS 5TANT3ARR _ - DEPARr#AEhiT DETAIL c_'. _tea APPROVE} aY� R. El1OLISM '=R-'9D 1 � � � �. 1 i I I cn cclllsouN {1NE Cn'p' ANCLi TERMINAL ENo I�Ir L x+• Ta sa' ro PREVERr Fla7r A13SSlRiD 114lTTLE [�] 2-�'a2i' UN-1 %+roBBEH srAl� y wATnE � • R1 TRENCIC SfE NOfE 2 I + MA% L �' ,• YAX 2'#-a14' UII-TNEATE9 ' 9 rrooBETi srAl� f�+'�] 6' OINIEFER � vlo� Yk1 ,\/,`,�� Uri/��i �.r��i�i��i�- MI . � Y`` :al .'1: .1�� •• a.•a. 8' D+AMEiER WATTLE SPACWG TA9LE sLaPE uUSRw srAnNc 1 H'1V 10�-0' zn:7v xo'-0- �S:1V '.A•�� yW:iV OIff FNlII ONLY lI- 4716'OST llpHilF-5 FIELON4E]DEO ON SLAPL':.- D5E SIRIVM 1YATTLES N PINEAF7IT 1l°PLIP'�T10M. 1. ON 91pEY-w N5fN-L W�SSLES PEAPQgICI11N110 ]TIE FLOW IXRECIICN AM PARM-LEI R] ilk 9APE �7HTOt116. NKTAlLAT10N 91ALL BE N ACCOFmAIA:£ wR11 ri".+00T $TAHBI4R0 SPEpFIGYl011 a--p1.3(36). x RUNOFF SEIAYI NOT R11A< 11ibFT: OR AROUND ROLL- AOiYR01WL STAIQIF' INY BE MF!'i53tiR7' T17 ulnExculnlc. 4. 1rAT1Ei5 SNRL EIE F6FECIED FIEa1LAf4Y, ANO YYEpY4TFLY AfTEN A RArFAl1 PR06410ES {{ifNOFF. REYVVE smffNE ,rlo ACLIM1IJ.AT1OIi5 'IIMEII E]OCiTDNiG A/2 NEK3:F RET++p+ naE TUP OF TIff rATRE ,WQ Tiff suRFACF r. -- -.-- RE1A90N WTE ,�_,,, NY=�AwAANi Np xala '-• rY CITY DF EI]MQNDS WATTLE INSTALl.AT1DN � � PUBLIC WORKS STANUARR UEPARTHiENT ❑ETAIL �'---.,a AppROVED er IL ENOU97 £�-gD� > � `� �s�sr ��� s� �� SIT ��° 1 �errl sT sw ► 1 �sTH sr sw sq N4 �� �� 7 79TH ST SW TOOTH 5f SW 3 � � aQ- x a S E3 ��`c, O�' NORTH Vi C I N STY MAP ND SCALE I i r 1 f � r 1 1 �� � c G � ' � � � �` �` l � . 11 - IgiO15AVRFED P!JNiS llND15171R2ED TURF {UTM] (SEE NOTE 1] AREAS (SEE NOTE I] ux�x'IURSEa VND15TIJI16E0 �- 1llRF/LAVIH/IANOSCBPE NATIVE VEGETATION IJNOiSTJRHFY] NAiNE SOL LINpS]I%iBED NATIVE SOIL OPTI4'J 1 - NU ']IS i U iiEiANG� F1AIlTkG BW5 T1.61F [LAWN) AREAS I} PRESERVE VEGETATION COVER SOILS. A) F'IttJtrc�r_ n� "^"�' � �'^ �' " - AN❑ GRADING LIMITS, Nil COMPLY WITH ALL C1TY VEGETATION PRESERFVATIDN AN❑ 5TR7=AM L ' MTIME THE CLEARING 5D IT OCCURS NO SOONER THAN NECESSARY FOR SUBSEQUENT CONS UCTION ACTIVITIES. B]REFER TO INCLUDE: TEMPORARY S � aINGDHYDROSEEDIQNG; EMUNCH, Sl1GH RAd51DHAY 5 RDAWARDR WOOD F S�R' MAT51BL NKET5�5UCHAA5 JUTE AY � MAT EXCELSIOR; WOVEN STRA� BLANKET; OR fVETTIiVG; PLASTIC SHEETfNG WITH ANCHORS. C} PRO VI E PEf2fvfANENT VEGETATION � � COVER A5 SOON AS EARTHWORK 15 COMPLETE (51rEDING DR HYDR05EEDING DR SODDING}. CONTROL RUNOFF DURING CONSTRUCTION: PREVENT RUNO7-F TD TH1T R ENfTER1NG THE CITY SYSTEM �FTECH� QUES INICLl1 E: � � II} UNAVOIDABLE DUE TO SITE CDNDITlONS, ALL RUNOFF SHALL 8E CLEA � I VEGETATING ExPgSED SOILS AND DITCHES; RIPRAP; CHECK DAMS INCLUDING STRAW BALES, RACKS, PEA GRAVEL BAGS, AND SAND BAGS; TRENCHING OR CONTOURING THE SITE; AND FILTER FABRIC FENCING• (( w v� iii} INSTALL ANa MAINTAIN HE�I�E�AM5a RO �K56ER1v15�N5EDi1+AENTDTRAPS, CONORCATCHU8A511y AN� DRAEN Fi�TERS�O 2} MgDERATED C05T ¢ w FILTER FABRIC FENCE, C l5 )) ENGINEERED IS�dTERCEPTING ❑4 EDIMENTATiDNFPD �ENGRASS` �L1NED SWALEDOF2 CD�57RL�CDTEE� yV�E�AN�INGB�OMA� TAINGSEDIMENT ER � � � �OS7(ENGIN�EREa SILTATIDNS CONTROLS BY FRE�U>=NT IIVSPECTIDN OF CDh1TROL FACILITIES TD MAKE SURE THEY ARE WORKING PROPERLY [TRAPPING SEDIMENT qN-SITE, YNTH WATER LEAVING THE SITE CLEAR}, AND RENEOVING COLLECTED 5E❑IMENT A5 NEEDED FROM SEDIMENTjjTRAPS. � � w IV) KEEP FRESHING CDNCTRETERAGGR�GATEFDRI'� WAYDS MAKING SUREETD WASH OUT THE IFINES DTO THE SIDE, NOTADOWIN THE DRIVEWAY. Q % � wHEN gulLa IF THE DRIVEWAY IS SLOPED, PLACE STRAW BALES AT THE BOTTOM OR DIVERT FLOW TO A SAFE SEDIMENT BASIN. C} NEVER WA5H a � o � FRESH CONCRETE MORTAR INTO THE STORM DRAIN OR A STREAM. V} KEEP BUSINESS AND WORK AREAS CLEAN U5INGAA TAIRPCAD COVER I THE GRDUNDEWNEN LSANDING TIO CATCHI CN P55 CLEANING UP � f � SURFACES WHICH DRAIN TD STORM DRAIN, a � ALL WASTES AT THE WORK SITE, MAINTAINING CONSTRUCTION EQUIPMENT TD F1x ANY OlL LEAKS, INSTALLING AND MAINTAINING AN OIL/WATER SEPARATOR, COVERING ALL STOCK PILED MATERIALS, AND CLEANING CATCH BASINS. � VI} COVER CONTAINERS AND MATERIALS. A} COVER ALL POTENTIALLY POLLUTING MATERIALS SUCH A5 DUMP5T1rR5, WASTE CONTAINER DRUMS, TAN�S�A���ALS.H BOCCOVER ADEQ'UATELYPBY D 4 ELOPiNGRGOOD ESTORAGE AREAS TRHAT KEEP NIATEORIALSSCOVERED IISOAND w o � LANDSCAPI POLLUTANTS CAN'T WASH AWAY DURING RAIN DR SNOW. � � � �-- VII] PREPARE FDR CLEAN UP SPILLS. A}} THERE ARE THRE OVERALL PRACTICES TD MINIMIZE POLLUTION FROM SPILLS: 1P]] HANDLE MATERIALS CAREFULLY TO AVOID SPILLS AND LEAKS, 2 PESTASLISH WHQ �� NOTIFY SIN NT�E3�V�NTDOF AL SPILL AB} P D�DYESPILLS.R WHEN PREPARING A CLEAN L3P PLAN MAKE SURE TD: � AND CLEAN UP KITS WHICH ARE EASY TO REACH AID USE. REMEMBEE SPECIFIC CLEAN UP, AND D� PREPARE SPILL CONTAINMENT TO CLEAN UP SPILLS IMME LATELY, AND OBSERVE CLEAN UP PLANS AND SAFETY REQUIREMENTS. IF THERE 15N T A PLAN, TAKE STORM DRAIN DR SEWER}CLOSE DRAINDIidLET ANDSDIVERT ANY HNCOMING WATERTM 3] COVERHTHE SPILE SpiHLABSORBENTER THE MATERIAL[5] THAT CAN BE EASILY SWEPT PR PICKED UP SUCH AS KITTY LITTER, SAWDUST, VERMICULITE MAKE SURE THAT MATERIALS SED FOR HAZARDOUS WASTE GLEAN UP ARE TREATED AS HAZARDOUS WASTE FDR DISPOSAL , AND 4} REPORT SPILLS p�PAR M�NTEO�� COLOGYIAT 425-64g510�C� YDRAULlCS ENGINEER AT 425-771-022q: OR FOR LARGE PILLS, COOfVTACT ocoNNELL CIVIL Vila} 171DS D15PO�E OF SWAB EROF'E DENTIFY �P�T RISWHAZ RDDU�S 2L} EST MATE= THEBAMDUN fE IN RPDUND5,S3_] DETERMIN}=DYNE D SP SAL ASTE ENGINEERING METHOD, AND 4} IF NECESSARY, CONTACT A HAZARDOUS WA57E SERVICE. TH15 IS A VI=RY BRDAU SllBJEGT AND YOU HAVE ANY �81 � CDLBY AVENUE SQNdHOM 5H CO� NTYv HD SEDHOLDSHAZARDOUST WASTE I DlSPOSA�MSTAD7 gNEATC425 388 �fi 50TgR AT 425-771-0235; OR THE EyERE1-T WA 98201 IX} MINIMIZE WASTE. WASTES GAN BE MINIMIZED THROUGH GOOD HOUSEKEEPING, SEPARATING DIFFERENT WASTES, SUBSTiTIJTING NON-HAZARDOL75 MATERIALS IN PLACE OF HAZARDOUS ONES, AND MAINTAINING PRODUCTS AND CONSTRUCTION EQUIPMENT. EMa1�LE•D�EdRRY26® AHDD.CDM REDUCING WASTES WASTE REDUCES POTENTIAL SOURCES OF POLLUTANTS TD THE DRAINAGE SYSTEM ANq ALSO PRESERVES NATURAL RESOURCES. THE FOLLOWING ARE A FEW 113EAS: 1} USE SOLVENTS MORE THAN ONCE, �] BUY THE LEAST T07(IC PRODUCTS AVAILABLE, 3} BUY ONLY WHAT YQU NEED AND llllSE ONLY WHAT 15 NEEDED, 4) PURCHASE PRODUCTS THAT LAST LONGER [BETTER [�ULAiTY], AND 5� SEE IF OTH>nR5 DAN USE YOUR WASTE [USE THE SERVICES OF INDUSTRIAL MATERIALS EXCHANGE 2q�-296-48gg7, FORM RE INFORMATION CONTACT THE DITY DF DivfONDS RECYCLING COORDINATOR AT 425-771-0235. X} COSTCTHANNGDNVENT AA DI5P05ALUMETH065. MTHERCITY HASDRECYC LNG GU QE5 AVA� ABLEEREGARD NG�CVDNSTRUCTION, DEMDLIT ON, ANa LAND CLEARTING �CDL) ACTIVITIES. THE RECYCLING GUIDE L15TS SITES THAT ACCEPT CDL MATERIALS AND AND OUTLINES SEPAR�TEEWAST;=S,O3}SSSAVODEPHENOL, 4) EEP RECEIPTS,MAND 5} RECYCLEWWHATARQ� 9}A�URC�IASE RECYCLED PRODUCTS, 2) XI} PRESERVE/ENHANCE STREAMS, WETLANDS, AND ADJACENT VEGETATION• PROTECT STREAMS AN❑ WETLANDS. REMEMBER, STREAM 425--7r7� 02�OP�OR MORE INFORMATRION, BY CITY OF EDMDNDS CODES. CONTACT CITY OF EDMDNDS, PLANNING DIVISION AT xil] EDUCATE EMPLOYEES AND CUSTOMERS. PARTICIPATE IN WORKSHOPS, COURSES, AND KNOWELEDGE TRANSFER. CONDUCT ANNUAL WATER QUALITY TRAINING 5ES51ONS FOR ALL EMPLOYEES. INCLUDE WATER QUALITY IN NEW -EMPLOYEE ORIENTATIONS AND IN WAITER QUA�TYp S THE RE PONS181LiTY D � EVERYONE. AWARE OF BMPS, AND EXPLAIN BMPS TO PEER BUSINESSES. REMEMBER, PROJECT CONTACTS "' "' "` \' OWNER APPLICANT ARCHITECT �. --- --. � ,� RAD DESIGN aCE JAB #: 14D3 BARBARA WE155�MiKE COOK �- - �` ` ��' �` 741 fi 1713TH 5T SW 281 � CDLBY AVENUE EVERETf, WA 9$2D1 e.,�a+ . Foes uric TSACfcs, wALx GRAUE� uaq � 1Y SWPPP ELEMENTS SEE SWPPP NARRATIVE FOR DETAILS EDMONIDS, WA 9802E CONTACT: ROD WICKHAM �� �t EtE14AENT 1: MARK CLEARING LIINITS. PRIOR TD BEGINNING LAND DISTURBING PHONE: 425-252-2789 u.L rlpcKrs � wALIFrc [1R,ari STEALS Sw,[L pONFORFA Tn�•., '� � RE60MiAEN17ATR71i� ACT1VITiES, INCLUDING CLEARING AND GRADING, CLEARLY MARI(ALL CLEARING AND THE3R BUFFERS. ANT] TREES THAT ARE TO BE SI 1R�rt.��' V t�' EMAI}�: RAfl.DESIGNC�HOTMAiL.CDM :p1�CyN+CfV. iOw�_Sww.L e6 DESIGNED ��, .... LIMITS, SENSITIVE AREAS PRESERVED WITHIN THE CDNSTRUCT;ON AREA- IBOX C�3fi1 g SURVEYS, INC. AR ORIST PO �` �� �. ELEINENT s: ESTABLISH CONSTRUCTION ACCESS. CONSTRUCTION VEHICLE ACCESS MILL CREEK, WA 98082 TONY 511DFFNER ��`��Q �'.� � ti� �` AND EXIT SHALL BE LIMITED TO ONE ROUTE, IF POSSIBLE. CONTACT: DARKEN RIDDLE 15A CERTIFIED ARBORIST f;�PN-d909A '-. `� �����, `� ,�ti �� '� � FLOW RAT7=5. PROPERTIES AND WATERWAYS DOWNSTREAM PHONE: 425-51]8-4951 EMAIL: DARREN�PCSURVEY.NET CTRA #1759 •� \ t ` ` 1 ELEMENT 3: CONTROL >rRpM ❑EVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO ,�� INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER FROA+I THE PROJECT SITE. AS R£CiUIRED BY LOCAL PLA1+1 APPROVAL G E TECHNICAL ENGINEER W � i � � ~� � � RUNOFF ' � 01 .+ � 5�1 AUTHdRITY. THE GALLI GROUP � i.L � I � 1 + ELEMENT 4: INSTALL SEDIMENT CONTROLS. PRIOR TD LEAVING A CONSTRUCTIQN 5D34 18TH AVENUE NE SEATTLE, WA 9$1 O5 1 i � � �� � � 'k, SITE OR PRIOR TD DISCHARGE TD AN INFILTRATION FACILITY, STORMWATER DISTURBED AREAS SHALL PASS THROUGH A SEDIMENT POND DR CONTACT: PAUL STOLTENBERG • f I � + � � ,1 �4 � RUNOFF FRAM OTHER APPROPRIATE SEDIMENT REMOVAL BMP. PHONE: 2�6-�J�5-5097 Z � � � ' 1 EMAIL: WWW.GALLl.COM � << � � � 1 + i �, ELEMENT 5: STABILIZE SOILS. ALL EXPOSED AND UNWDRIfED SOIL& BEFALL BE N 1 I I � STABILIZED BY APPLICATION OF EFFECTIVE BMPS THR7 PROTECT THE SOIL FROM THE SHALL Bpi- I I � EROSIVE FORGES OF RAINDROP IMPACT, FLOWING WATER, AND WIND- NO SAILS I i � j REMAIN E]CPO5ED DR UNWORKED FOR MORE THAN 2 DAYS BETWEEN OCT08ER 1 AND " I I I I I I ' I � ' I I APRIL 3a, AND NO MORE THAN 7 !DAYS BETWEEN !NAY 1 AtsD SEPTEMBER 3ff. CONSTRUCTION NOTE: � � I I I � 'i� � l�1 �� ELEMENT fi- PROTECT SLOPES. DESIGN AND CONSTRUCT CUT AN❑ FILL SLOPES IN A ALL WOK}{ SHALL BE �N CQMPLIANCE WITH THE � `J i 1 �' �� i MANNER THAT WILLMiNIMIZEEROSiON- GEOTECHNICAL REPORT BY THE GALLI GROUP, _ � i � , �r �� �� � � � �� ELEMENT 7: PROTECT DRAiH INLETS. ALL STORM DRAIN INLETS MADE OPERABLE ❑ATE❑ MAY 20, 2O 1 1, PRQJ ECT # 1518 -01 � �+� ' �� � �� + DURING CDNSTRUCTIDN SHALL BE PROTECTED SO THAT STDRI+IIWATER RUNOFF DOES }=1LTEFtED OR TREATED � i � �� � �� NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING � � � �1 TO REMOVE SEDIMENT- �i3 �a ELEMENT 8: STABILIZE CHANNELS AND OUTLETS. STAB}LIZATiON, 1NCLUIJING a '� ARMORING MATERIAL, ADEgUATE TO PREVENT EROSION OF OUTLETS, ADJACENT A7 THE � � � z � STREAMBANKS, SLOPES. AND DOWNSTREAM REACHES SHALL BE PROVID>=D LEGAL D ESC R i PTi 0 N . � OUTLETS OF ALL CONVEYANCE SYSTEMS. LOT 2 OF CiTY OF EDMDNDS BARBARA WEISS-HOLMBERG 27 �� ELEMENT 9: CDi�iTROL pOLLUTANTS. ALL POLLUTANTS, INCLUDING WASTE SHORT PLAT AFN 201$D2095001 iN SECTION 8, TOWNSHIP SNOHOMISH � Q I �k � MATERIALS ANT} DElNOLITION DEBRIS THAT OCCURS 4NSITE SHALL BE HANDLED OF NORTH, RANGE 4E OF OFFICIAL RECORDS OF �. AND DISPD5E4 OF iN A MANNER THAT DOES NOT CAUSE CONTAMINATION COUNTY, WASHINGTON, �: STORMWATER. Q = � r l � w ELEMENT 10: CONTROL DE -WATERING. _t,L„ ELEMENT 11: MAINTAIN BMPS. ALL TEMPORARY AND PERMANENT EROSION AND SITE CLASSIFICATION. r � SEDIMENT GDNTRDL BMPS SHALL $E MAINTAINE❑ AND RE}'AIRED AS NEEDED TO I � O ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE SHALL BE CONDUCTED IN ACCORDANCE WITH BMP SPECiFiCATION5. WAT RS E❑ ERRACE CREEK V'] � ANfl REPAIR ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 3q DAYS AFTER FINAL SITE 57ABILIZATION IS ACHIEVED OR AFTER THE NEEDED TE I N FOR MAT! O N � Z � � TEMPORARY BMPS ARE NG LONGER ELEMENT 12: MANAGE THE PROJECT. PHASING OF CDNSTRUCTIDN, DEVELQPMENT PROJECTS SHALL BE PHASEI] WHERE FEASIBLE IN ORDER TO PREVENT SOIL cRass: SF�D oR sco EROSION AND, TO THE MAXIMUM EXTENT PRACTICABLE. THE TRANSPQRT OF SEDIMENT FROM THE SITE DURING CONSTRUCTIQN. REVEGETATION DF E}[POSED AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BEAN INTEGRAL PART OF 17s' of coawsr wcoRPDRATm THE CLEARING ACTIVITIES FDR ANY PHASE. 2" ORP LNIC YIiLCM %��1�-�f3�%�/f 3' � C�ROSf INCORPORATED INTp s• ac INTO 625" OF SITf SOIL [TdPAL AHilIOW OFPTN OF 9-5-. FOR A 51Tf 501E [TOTAL AYENOID SEI7LFY] OEF•1II OF a� OEP'"li OF 4.5 , EDR A ; SFTFLm IkPI`I OF H"] I 8- I ;- f• SS1BSdL 9C,ARi1EO {' BELOW ,E s�Bsoe scAR:FIm s- eEEDw _ COMPOSE ANCHOEO lAA'E3I � � • courosT AAIE77BE0 IAYfR �'hi [12° BEWYI 591E SURFA(L} [1i" 9ElAYI SOIL SIPRFACE7 -�~ 12_ �1p1 TiON- 2- A I S7R 57 K I N A -E1JQ RAL TE PLAHTYdG BEDS TiIRF (UYAN} ARFJIS 7. �� pl- NO 915iORBANCE 9F+AL BE FEN9Eo AND ExLSTr+c 'c,xc�Tt-sue Arlo x- oRu+��c iff%�j�%%�%�f oR s�o� c'�RDDwswusrn' � WYAc;IS. 2. TO YEASu.aE SETTI-iD OEPTE+, - 6� NIF'ORTED WATE1i SOIL S21FFiGEMLY TU F' INPORTFA TOpSCIL MIX FLR.LY SATORATE YITIliOLR 10�.aD4L YIK [� ,]5CIE0 CAiI$INr. EN0.5,OK {COMPACIID] - 9- - + _ 3, COMPOST 5EH�4L LACE" SPEC. _ �I f>f'putilEIJENPS IH THE 7057 T^��'' �'I' mMOH05 �ORYWRTEA 549501E 5 - ,: � SUBSOIL IS AC9l7iIX141 ICJ@LkIJST 7j. � SGAHRTFA SCARIFIED B" � '' f � BELOW B' 4. CONPACIION 9F TOPSOIL (WIRRE ly RTFD i �..�� , IM Ft1�0 ti �' � RE9URE17) TO EiE i0 &7% {YA%] TpPSO+L N•x � � roPsaL M= OF TILE YAxw;AA ORT pER$ITY PER YW1FE➢ PROCTOR T%ST nPTInN 3 - lMP[7RT FSjP$pll [+� �+�7]• RVISICN t7.lTE POST CONSTRUCTION SOIL DECEYBER 2fl17 f CITY DF EDMDNDS DUALITY AND DEPTH PUEiL[C W[]RK5 STRNRAF.0 ;;. _:_ DEPARTI�ItENT UE`N_ J�tt�: SD�6h2 E+f_.7Bg9 MPRDVEO e`!: SWPPP NARRATIVE AND PLAN VOLUME il, CHAPTER 4 OF THE FEBRUARY 2605 DEPARTMENT GF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTDN PRDVIDESTHE BEST MANAGEMENT PRACTICES [BMPS] THiS SWPPP 517E PLAN AND THE SWPPP NARRATIVE REPORT (A SEPARATE i]DCUMENTJ CONSTITUTE THE ENTIRE SVVPPP- THE ENTIRE SWPPP SHALL BE POSTED DN THE CDNSTRUCTIDN SITE- C�liIIPLIES WITH API'LICA�LE: G 1VI L SHEET INDEX CITY ��RIU�WA�R COI]E G1 cavER sHEEf" &SWPPP NflTEs & QE�AILS J�� Gz SWPPP &TESC PLAN ;�: C3 SITE pEVEL.DPMENT & STQRM�IJTILITY PLAN C4 NQTES AND i�ETAILS J1 _ ADDRESS: 7412 - 176TH STREET SW EDMDNDS, WA 98Q25 TAX ACCT NO.: DD5136-DOD-D16-Q2 SiTE AREA: LOT 2: 14,755 5F (4.339 AC} NET=14,D06 SF td.32 AC} pppRp�IE�NING �� �s/,� APPROVED FOR CONSTRUCTION CITY F EDMDNDS ❑ATE. --- - ,,� BY: ______� �� �f9 ______�.-______-_ CITY ENGINEERING D1VISlON 0 O � O O � N w O �` o VV N � � flil(1 I""I O J 6ATL1M: NAVD 8$ CITY#: BLS z�1 S-15z❑ PLN-z�i � -aoo� SCALE: 1 "_ ��' SHEET: OF 4 GaVER SHEET & SWPPP NOTES &DETAILS B�IS - l � � �rry copy ���L�� �IPR 1 2 2�19 �cnv� 01= �o�o;�us D r r r .� � 1 1 n I '• 1 1 I 1 .- CALL 2 WdRKING DAYS BEFORE YQU D1G 1-8��-424-5555 �QR 81 1 } UTILITIES UNDERc�OU D LOCATION CENTER Know wha#'s DBI�W. �al� be%re you dig. 1 �— w,r � � � ,� UTILITY N ATE THE LOCATION OF UNDERGROUND t�TILITIES SHOWN HEREON IS APPROXIMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW THE LOCAT#ON ❑F A�.L UTILITIES. THE CONTRACTOR SHALL CONTACT 7WE PURVEYORS OF ALL UT1L}T1ES IN TWE AREA TO DETERMINE THE LOCATION AND DEPTk� OF ALL UTILITIES ON AND ADJACENT TO THE SfTE. SURVEY NOTE THE DESIGN ON THESE PLANS HAS RELIED ON THE SURVEY #iVFORMATION PROVIDED BY THE PROJECT SURVEYOR. SURVEY iNFORMATlO�I SHOWN ON THESE PLANS IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY SURVEY Ii�FORMATiON WITH PROJECT SURVEYOR PRIOR Tp CONSTRUCTION. IN SW1 �4, SW� /4, SECTION 8, T.Z7N., R.4E, W.M. BMP LEGEND SYMBOL ITEM Ir�� � � SD INLET PRCTECTIDN �� �� ��--C� �� STRAW WATTLES � v � CONSTRUCTION ENTRANCE x x FILTER FENCE TREE PROTECTION 4' HIGH ORANGE PROTECTIVE FENCING. n�—fin CLEARING LIMITS coDE IP SW cE FF TP CL COE ST❑ DTL ER-9D2 [SEE SHT C1) ER-9o3 (SEE SHT C1 } ER-9o1 (SEE 5HT C1 } ER-9C10 [SEE 5HT C1) f f' t � �_ r �' � 1'r it ��+ (t. d + 1 r . � �i � � i � , � � � G �G � z � 1 � � �_ �� I � ' � � ¢ I ti �� �� �� i L��i , ll I1 `��4 `� � f ; - ' H � � � - 1 � � •�ti ♦ - � � ti Z Q p �� \ � `` � � l u�] W � , � . � � -` � � t�l � - F. _ `. '� �� �= � U' � z rn ` Q .� 1 `�`� �•. '� �`. �. �� C#.EARING VA14kT w a -- - (TYP:�- S�F- ARCH PLRN� FOR 9LDG I �., GRADES Ai+kp }}}} � � r � _ - SETBACKS WALK N ■ i � ! it //!/f/!/I/////f//�/� fr/!ff/�f� ///!�//f/I///J/I/Jf/.-� LL DETAkLS_ - - -' � � � -- - WALL H EIGHTS & WAL�fTG I N `. _ TEMS SNA{..L CDNFD�dM 70`, `� __ ..r.-.ri-.ri �....�.� 7�.r't�r7►•��r�![1wTlll l�iiC � � 2$12 COLBY AVENUE EVEREiT, WA 982Q 1 PHONE: 206-747-3494 E MA4 L: OJ ER RY2 $�YAH QQ. C Qtul ��, � ... .� DCE JQB #: 1403 I i - � i i i � j I + I CC• ,J I 6 A '� f � I °� I 11, � k � I � � I I I i � t ����+�J� ����y��j ! 1 ' I I w w + I p• � � i ; � _ J' � + •l i �CLEARiNG LIMIT ' '� ` 1 � � � � I � ��1 f�.} � I i �-y� � � i.� I� i� I OJ. � 'I� ' Jr + 1 1 1 1 � I II 1r1 I11 1 1 � l � I h3 � rI �� 1 I I I � I I 1 • f � �+, ' I 1 PROT�Ci'tDN III `1 '� .. � .�� I I 1 ,ram � i �+ r r. ��' � II 11 1 1 � II 1 �, 4� o �I , � ,f , a ,� 1, � `1 cn U £ , � 1 , 1 � , 1 1 1 ,_,., (j3 _ 1 1 1 `. 1 1 `. � � •. � __-� + � as � 1 0 Z � i I � `., 1 , 1 1 � Z^^ Q V o __ O • �`• -- Lt. � _ - -� � � � Q � -- _-_ _- --" I -- Z � U � 1. FILTER SOCKS (COE STD DTL #ER-902 dN 5HT C1} SWALL BE ADDED TO ANY CATCH $ASIN ❑OWNSTREAM FROM THE CONSTRUCTION SITE t80TH OFF AND ON 51TE}. 2. ALL C315TURBED SOILS SHALL BE COMPOST -AMENDED PER SMP�T5.13 AND CdE STD DTL #5D-fi42 ON SHEET C1. 3. STOCKPILES SHALL BE COVERED WITHIN �4 HOURS. 4. INSTALL AND MAINTAIN ALL TESL MEASURES ACCORDING TO APPROVED PI,�i1V5, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTI-fER MEA5UF2ES TFIAT MAY BE REQiJIRED DURING CdNSTRUCTEON. APPROVED FAR CCNSTRUCTI�N CITY �F EDM�NDS DATE: �___� � SIr9______________ I3Y: __ ___ �r;,w�Lw-�--------__ TY ENGINEERING DIVISION N� g (�/tj a 0 O � O `� oN �W 3 O �- o N VV � O � J DATUM: NAVD 88 �ITY�: BLD 2�18-152❑ PLN—ZO11—BOOB SCALE: � "= � o' SHEEF: CF 4 SWPPP & TESC PLAN � `� L� I ape t z zoi� BUILDING DCPART►��r: CITY C}F EClrivi �+_ •c' IN SW� /4, SW1 /4, SECTION 8, T.�7N., R.4E, W.M. —— -WAL-C��TI--N�-_DRAI LEGEND _G�NSTRUGTI�N NOTES: ; r- - - 1 � C� NSTSTENT W IT1��E$#vFD Nis CAM-P�1�#TY� °' q -__ _ __ - � PERFORATE❑ WALL DRAIN - - - -W�- - -- -�- - _ _ _ _ _ _ _ � _ _ _ DEVELOPMENT CODE 18.8G.Q50, DRIVEWAY �+ N - - - -1 � � GRADES SHALL NOT EXCEE❑ 14� SLOPE. � r >,5Q a a __ -] ___- -' -` -"' � _ �sl� '; �_ �o '� 1 SOLID WALL DRAIN ,.,,� T � -� � � � \ , BRIM=Z75.34 , � � � , U # - W-` ', IE 2'�, E=2fi6.59 1 � ', � ; I s� 2. ANY WALL THAT IS SURCHARGED SHALL � -�-� w ' � � 'i i I � � i � s� i LID BALL/FTG DRAIN -- BE ❑ESIGNED BY ❑THERS ¢ z � , i � � IE S" N & S�2fi�.5� , 1 W � yy ` � � W I Bx 241 di wtr I � f � � T�� SD � � N -.-- , � '+ I � ', �' �' 1 �' '{ I< i I ; ; � � I F w � ' � �'w � w .^ w -3. CATCH BASINS: IF THE RIM TO INVERT � � U EX C8 RI 258.69 ; , , • • � �+oo ti+sa` �', 1 1', ', � i # i i � � 1 i � i f 1'' ''' � ' ELEVATION EXCEEDS 5-FEET, THEN A oc � � � } �, 4� S© �1 ' ex swr � Flo CI Pli o o .MUST ,� , '{ ,y t i � --� � I �--- � f j L,, � TYPE-2 MANHOLE SHALL BE REQUIRED. ., o � � � rE 4 " PVC(E 25fi. o ; 25 2f �.� - TOR _ 0 - -- - SS----- - ' S5 � TV Y� - GA " T . _ ; � i i I � � r � r' 1 , , `-- � z � cc •,. I OP -- r' SHE MAK X. AW ACC BLE y`, ', 1 __-_ _ , i , rQ! -- _-- __L_.._ ____-- ----- - , -_ -- ,, a] �, i ' !. Q � � r � �` � ,r 4 CONTRACTOR SHALL OBTAIN 5rH � o~. v"'i o vi � � i � -, ec EN TAC ED S P c + � 0 INS�jALL s�' SSCq + � I�STAL� FlR��-Ala ; Q � � + � � � � ,�' DRAWINGS' FROM DETENTION TANK � �, ,� IItdP �- r gp� � --+�_ S � , 42 �-c ' T ',� Fyn,- ��SS- oo ', � Q ApDRESS SIcN I, � � �� �' ; `� ; +' �� ,-' MANUFACTURER PRIOR TO INSTALLATION. Q � . '� I ,' _ r � � �_ - }� IE NINE P�ESENT y ', , �, , I � � I f , ' ' AC I'SPE�tI� ` ' + ' i i�r o0 ce �rM=2sa.so - - _ '�- t � , corrr��C�r� _-P�-----� � , �` I � r i f , � 1 r 1 IE 2" QI Nw1-,�59.95 � _ _ - �, E t r ', ` ' BUMF'' AT << i .�� t , c ' ,•' � ��+ i J � — C7�-`- U7 ___=[� N • � `. ,r � � 1, � Ex. uTll��i. 'iC.� '��. '�`�,, & '�� 1 ' '�, + 1 1�l ��� � ff � � �� � � �� � � �,� - � _ I_ ' _ _ _ -- _o�- �'- -, f Cl I l 1 , '' � ,;TD I]I�ECT �3WY � ■1 r i `, � ', ' �'. `. o � o ' `. � � i r �� T + - - _ _ - -- - - � -�� -- - - - -� HP�' 0�-¢P ' -T �uNOF+F I�ITQ GRA�E � �, ' �� � ' ��` �, ��� � ,� �� r i CR ' '' r - SQL — �X r 1 1 d -�--- kr�r 1 BHP' , ', ,, � �ti 4 ' � _ _ � _ � f -� _- �� - _ P SG p 5� r , �..�,.,�},�., �.y.� 1�� 1 �■ ' � 1 ONE , NP ''- � - - _ ��. '� p � l '-+ � r � � ��� ^-�-+� � - _ - �~ T - - - _ - - - _ T - � � ���a N �]C I,1S�I DGV 1� , �1 1 , , �� �r . �� ti ` ` i�� ��� - �H � G`f i f='�- - - \ � / r � � ' _ _ .�� - _ _ 6 _ q '. � CUR$ do [�tTCH; ', '•, � �, ■, ■ � , � -� _\ . � f� � • � � � �, " + - � - _ � , `� as 'I?l.AC6 RIPFI�AP PAD ', �, �� � �,' ��,, , � � � ` `�! � � \ � III �l r,•` Jf�f48^•8 � 5DFi3� Q 23�a�A MSD � 87'ry$'PVC 5DR � [).60� $WR xI�IG � ', NE`W C� 3�5�"TYPIr-2 `, ,� � �', ,'�■ �� �'` �~',-� �``.- ��� � _ / � � , -�� � ,' � , � � - SWR xING �� `� CO . TftC STRUCTUF�f , � ' . ', `, •� • � - _ . }' � � �� ,'� �� NEW C$ 2�TYPE 1 wd '. 1 �■� ,, -� - �3• `' / r r ' AEI N . , b , ', � � . , � �• `� ` � `,� �s � as-e�rr_r toc a �D � g - _ -. __ ► r � GRATE ', IE 271.00, {36 S� , _ _ cn } ' I �+� W , � ' �'.f: � � OF EX. �EfEIVFION TRNK - - - - - - - - - - _ �- - `"O 1.00 ' 8" ' ` � � � �` ,` _ _ _ - � a l ► ' , �9,3 Fh: S � �,� � RIA+1�27�:OfT �� .l � �, �.IE=2� I[ OL�T- ', �, . - - --� 94�755 5rai:�-�T -. `� 1 '` � ', �+ i ����R� �R•41 Pic IE=27C.48 ($"IN-E} � �, .. .� �c�` 'SEE D'E7AIL SON S'HT CIF, `, `, �� ', '.� �-, ••, - _ _ ]4,ad8'-�Q_. FT. NET�'-�---_ `, `� `�, 1'� '+� � ► ,{ �', '�` i � '`lFN �71 p2'gS' � NTCES'S` � IE� �� � � } �., ' `� � �' '•� �, '■. -, -, _ - - _ SEE -ARCH PLA1+F�_ FDR BC�G �`, `, + + + � � 6p � IE 272.70 ��'ll►� �o/F'D � - RESTORE , � � ► , � , � � _ --- � �--: --� - 1 � •. �. �., --. - _ SETBA� wALK cR►�DEs A� ` ' , , ' + ; I � �"� 37.7 N E8' 12 59 W � `, 24.32 ~� ' �' , , �C. CONC. �WY � � '� � ., _ _ 5..... . � ' + ' i , f � � S-S4�5-5L � sC y ' ,, � '� - ■ L ❑EfAICS. `, �. 1 � ' NEW` CB 1 ^rTYPE i � � ,' - � 1 �,, WALL/ G DRAIN _ - .. � - _ _ � � + ► ' + + ,' Ex- CB r���=�: B9 J � �s � 4" SD - - S0 ' N 'fi � D6TENT#dl+l i'AN#�. � '" ' _ _ '� � =' � •- - N � ,,� `. ,, �� ` � , ; `, , GRA � �` / a€ -�-"-PVe(E)=276.2s e�: � ,\ �`�v�$ , � � W/� COV'�R {MMI.} �', '. ►► a � � � �" `• -- -- WALL H£fCHTS & WAL�FTG l� I ' � ' � RiM=�62.L� {I=G) , ; .' � � earroru rar�K=2�r.ss r6a�. � � �{50 ) - ' ' � , ' � _.- �.. '. - -- __ 7'EM5 5M4LL CDNFC�M TD� ;, ', � '+ '� iE�z3s.3t 12"our—;�F} ,� �.' r , � f Ex. cg Rr�f=275.87 - � _ - � � F-f- _ - , iNVE�"f=27'1.DC 1 ► ' - _ � ' t " , , r a� PY w=275,5� ____- ar°'�� � - -�� ,. .'. �� ,� ',SEE 1�ETAIL, DIV S#jT C4 `', , �� `` , '"'' ��� � EOT�1;k�NICAL �E�DMME�IATID�NS ' �, � u+ , IE=2513. fi3 i ($ IN-E), �, ► r E C() � f , _ _ _ _ _ � _ _ S I A ► ', , ', � , � + � _- , - � f o o � � � O. DEEP ►► � � • � LL WALLS -HALL �E, DE G1VED . � , , . � , , � , f _ _ " - � � ����t �, � � , ,��+�� ' � PERK PVC . ►► � � _ _ ' � Y--•QTN ERS. `, ti `,� ' t , ! ,` i , �LJ 1 UR�VV�ii� i fiAU 0 � - �� 9sF��, _ , � �� DRAIN � � � •� _ � _ _ � - - �� , � , ' � � ,1 `� , �� I '� , + j � �, � F'F �SP���� l EX. +�" CLAY 51D£ SEWER 6p�� 'y�C'�s, � �1 �. . �1W� � , ���, ` �. �lp` ■, �'� - .` � `` � l � '► + i �� j y � � I i rOR LQ�A�IHG ALL A1V-SFi� U�ILIT�ES. �` EIaMONDS PERMfT #39fiD `S � , NtN � - s ag � E�', 15' WT9E INGRESS, � � �ti�ll�-I" � �` `.._ � `.� � `` �, �' +', `� < � , t # �CATl�]�iE11iSI0N '1'D RNV 11Tl E�� ( ) � crF.3' � �r� � - � - � � , � + , 1 � , , , I , APPRg7f } �` RESS & UTILIiY� ', ► ', kt : -. -. , e 1 ' + t � } ' , � , i lllJ4Y ��:�� �lrP1�RATF !'FRFAF7 EX. fi' CLAYS SEWER I ', �ASE�fENx PER 1 `► � '. �,*T� �E�- � . ~� L.� �, �� � it i � `� ',t i 1 � �+ i` ',� � i PER EDMONDS PE Mil #4273 ' .. , " � � � � ■ , I , AS SHOWM IN qt.1 i, 51 .. �A ! .WEISS-J-IU�MBE�G 5N0�?7•j � 3 �•r [�' � � � � ■ '-.� �`� '�� `, ��� . � _ PLAT A�'+tV 20i8��095QG� � �-�U�[I�i� � ► �•� ■ 1 � 'f ,� .f 1 , , t , , t , I �`� •'� � ► '�1 'DRAIN STL1$Du�-��� �• � •, ti '•. . 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R1�FEE� _ .- .' r' � � 290.Oe 2.$ 9 � � � � . � � � � ' y ' � — W �' ~� � ` '` .3e 8 9 r SS ��_ ` fr � If I 1 `, ', r '' y , y, � `,ti \.�� -_ _` �� �— \ - i .�� f�-f- � � 2.3' 287.OfC�-_-------- �c.-�-��C�--_ _ �,S � r� ! +I � 1 f�+� 7 I � 1�f�1.�7�ING 1 a ROA�3WAY - - - - _'ss - � � 2s2 0 � - - J - - � � , ��w � � '. - ,� \`, � ,'r r' r'r � h �'� �4� � _ _ 9 r - �_ y rr �- �' t ,1 , �, �I ■A � �.J � � W .� � , +y �___■ . �� -`, �� � , ERSEfv7�� AFN 7�445a5 ---- ;'I CB�fiNTYPE 1 {5T� -_ '` 1 , VJ 1 to � ,' ,h ti ,` � � �` ,` � ` � � � _ � r - - —� � � � r �� --�-- -- + Rll,d=-28Z7Q_-. - �`L' r _� ' � � , ��Y�rf�i �id� `___ 1 r W '� '� ' �{ ` , .. .. `� `. � - � _ �- - .' rr � ,, ��' ;' INV=2$3.7a {4 dcE} , , � ' , �` �s ,. - ' '�, `, `, ', ', �, ', �, _ _ � - - �-- - - �; - _ ,. ,' � , � ,�,�.+D1NED 14°� INv=28�.4v{s"a�Wj - - - _ _ � ti ,f � 1 �, �, ' � n ,-' '. � �` r � � _ � � � � _ ��- —�' .`, � � � ' EXfSi!!�6-tip' ROADWAY / �� � ,l ,-- � �__--' --_ SS , � � � r LL i c� j 7 - � _ ._ �� � ! .� * � , r ,� t ,,' �, _� � r. � J NOTE: RE�AININ� WALLS W IN 'TtfE - - _ _� � ; 1 1 � � � 2 �� 1 , , ' EASE7NENF AFN ] �445�5 ,' � r J _�-s � ,' � 1 a SETBACKS t- NCT ExCEE � ■ `+ � , � � �, + ,+ i � i i ', �', ' 1 �,. � ���� �-� � .-� -�-- J f. -- - - �' aLV_I��iGHT FROM ORIGINAL -- - _ i �', � �� `'� � `. � � 1, '� �r � ��T �� �CMPERVI�L�� AREAS __ _ _ � � � i + ex ��8�as .�,- , I � -� � GRADE TQ-IiUGHEST PAINT OF � � � - '�_ ' �� �` �BLDG �EAV�S/WALK} = 3,3�5" SF � _ _ _ _ �_ -�. , , � ,� �. � � , ,f WALL suP�aR�iI�G � SOIL. _ �� � �` � Z C.] 4!3 � � � C�] E STD DETAIL LEG" � �DREVEWAY�2,. 1 � SF I _ - _ ', � '�, �'� -'� � ; � ' �_� �--T �� � r f I ITE I CDE 5TD DT�'L - r � , , + , +� BLDG PEF�MIT TDTAL= ,� 5,755 SF= 5,75�r F * 1,3Z5SF OF HART PLAT I'R�NTAGE r � `• �, - � � � I � � f .' ,' ��EE SHT d4} +SHORT PLAT IMPERVIaUS AREA= 1_,3��F* IMPROVEMENT,�M1T#G�'ED-_ BY LQT 2 -'--_ _ � � � •'� '. -- ', ,� i + I ,' ,' � E�'TRUDED CURB TR-52� 2 ,' � �' GROSS TOTAL= 7,D9D 5F BUILDING PERMIT - � � ---___ r ,� '' �, � � . ❑ ` t I � i 1 ' � � �, �• ; � I + SC�+LE: 1 "=1 D' ,� � '�NATER SERVICE �'�' , � WA-1�31 1 , ,� I ! � ,' � � � � � � CATCH, BAS#N (TYPE-1} � SDT303 '� r i ' � ' � . _- �� �I .' .' � � CATC,W BASIN �1�'PE-Z} ;' Sp-30❑ r , TOf2 FLOW CONTROL STRUCTURE SD-3❑ 1 SEWER CLEANOUT SS-ZD� CALL 2 WORKING DAYS BEFORE YGU DlG � --- 8 � � — 4 Z 4 — 5 � � 5 THE LDCATfON DF t1NDERGRDUN❑ UTILITIES SHOWN #-ffREON IS APPR07CIM,4TE ONLY. TH15 PLAN ❑OES THE F#RE-AI❑ AaDRESS 51GN TR-57G NDT PURPORT TO SHOW T�fE LOgAT#04� DF ALL UTILITIES. THE CDNTRACTQR SHALL CONTACT ® � R � � � THE SITE. TO DETERMINE THE LgCATIgN AN❑ DEPTH 01= ALL VANED GRATE SD-3Z3 � � UTIRTIES ❑N ANDLAD,}ACENT TO UTILITIES UNDERc� ❑U�v D LOCATION CENTER Knout W�'lat�S D@IOW. STANDARD GRATE 5D-324 THE ❑ESIGN DN THESE PLANS HAS RELIED DN THE SURVEY INFgRMAT1aN PRDVIDE�] 13Y THE PROJECT �al� before you dig. SURVEYOR, SURVEY IN�'DRMATION SHOWN ON THESE PLANS #5 FDR REFERENCE ONLY. THE SHALL VERIFY SURVEY INFOR#�ATION WITH PROJECT SURVEYOR PRIOR TO CQNSTRUCTION. CB STEP 8e LADDER SD-423 o� _ __ �-__--� �� DATi! M: NAVD 88 — � -- !.- -__- _ _ CITY: 9LD 21�18--152❑ __ _ -�_ PLN-2D11-DDaH APPROVED FAR C�NSTRUCTI�N SCALE: ���=1�' CITY � F E D M� N D S Si -,SET: DATE: __--_— 7I'„`� _--------------- ----- -- CF 4 ��T ENG#NEERING DIVISION 51T1= DI<VELOPMENT & STaRM1UTILITY PLAN CONTRAG LINE TYPE �' �+ � AREA (SQUARE FEET} + ,f` � � I 1•�� NON-R�GULATED �� .'� i 1 ¢ • � , i _ If EXEMPT F��GULATi=a" �� I 2. REPLACE❑ {EX. IMPERVIOUS REPLACED BY BLDG PERMIT } y[� 3. NEW {POST 1977) {1,3255F=SHORT PLAT) +{ 5,7655F= BLDG f�ERMIT} - {REPLACED=9OS5F}= + 6,181 r}, TDTAL REGULATED IMPERVIOUS AREA = 7,49Q* 5. TflTAL AREA MITIGATED 8Y EXISTING STORM MANAGEMENT SYSTEM{S} - 4 fi. REGULATED AREA NOT YET MITIGATED = 7,09D* 7. AREA PRDP05ED TD 8E MITIGATED BY LID TECHNIQUES = 0 $. AREA PROPOSE❑ TO SE MITIGATED BY CONVENTIONAL SWM TECHNIQUES {TO DETENTION TANK) -- 7,090* �■`�V�s� aPR � � �af� IsuILOI'�ra oEPART�1,#F ,.,. CITY CIF' EDNI[�N+, •�= GENERAL NOTES 1.ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TQ TWE CITY DF EDMDNDS STANDARD PLANS AND DETAILS. THE FOLLOWING SPECIFIDATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNlClPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -CURRENT INTERNATIONAL BUILDING CODE (!8C} -2018 WSDDT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. --WA5HlNGTON STATE ❑EPARTMENT OF ECOLOGY STQRMWAT£R MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION} 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TD CITY Q>- EDMDNDS STANDARD OETAELS, UNLESS OTHERWISE NOTED. 3. COPY QF THESE APPROVED PLANS MUST BE QN THE JOBSITE WHENEVER CONSTRUCTION IS 1N PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "A5-BUILT" DRANANGS AND SHALL SUMMARIZE ALL A5-BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TQ THE ❑LAMER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. A SET OF A5-BUILT DRAWINGS SHALL BE SU;3MITTED TD THE CITY OF EDMDNDS PRIOR TD F1NAL APPRQVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. B. ELEVAT10N5 SHOWN ARE IN FEET. SEE SURVEY FDR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON WAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY ❑R OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROxlMATE ONLY AND NOT NECE55ARILY COMPLETE. IT 15 THE SOLE RESPDNSIBILlTY DF THE CONTRACTOR TO INDEPENDENTLY VERIFY TWE ACCURACY DF ALL UTIr,ITY LOCATIONS SHOWN AND TO FURTHER PROTECT ANY OTHER UTILITIES NDT SHOWN HEREON WHICH MAY 8E AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SWALL VERIFY LOCATlDN, DEPTH, SIZE, TYPE, AN❑ CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UT1LJTlES. ENGINEER ASSUMES NQ RE5PON51BILlTY FDR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTS[] QN THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL U TILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555} A7 LEAST 4$ HOURS PRIOR TD CONSTRUCTION, 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT 7HE PROJ7=CT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY fliSCREPANCIES- 1O. PIPE LENGTHS WHERE SHOWN ARE APPROxIMATt; AN❑ MAY CHANGE DUE TD FIELD CON D! TI ON 5. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNlCAL REPORT (WHERE APPLICABLE] AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CdNTENTS THEREOF. ALL SITE= WORK SHALL BE PERFORMED IN STRIDT COMPLIANCE WITH THE RECDMMENi7ATIDNS DF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TD THE RECOMMENDATIONS OF THE PROJECT GEOTECNNICAL REPORT, 13. SUBGRADE SOILS IN ALL AREAS WH1=RE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIOE ACTIVITIES (I,E. HEAVY EQUIPMENT, STQGKPlLING]. 14. MANl-IDLES, CATCH BASINS, UTILITIES AND PAVEM{=NT SWALL BEAR DN MEDIUMDEiVSE TO VERY DENSE NATIVE 501E OR COMPACTED STRUCTURAL FILL. iF SOIL 15 DISTURBED, SOFT, LOOSE, WE:T OR IF ORGANIC MATT=RIAL 1S PRESENT AT 5U8GRADI; ELEVATIQN, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FELL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED PLAN AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15, SEE ARCHITECTURAL DRAWINGS FDR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF ❑THER SITE DRAIN LINES ANO SHALL BE TIGHTLINED TD THE STORM DRAIN 5Y5TI=M WHERE INDICATED ON THESE PLANS. 17. ALL- REQUIRED STORMWATEft FACILITIES MUST BE CQNSTRUCTED AND IN OPERATION FRlOR TD INSTALLATION ❑F ANY PAVEMENT UNLESS ❑THERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF ❑RAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTH ER WiSE:. 19. ALL i"ODTi1VG ❑RAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE ❑RAlN'IAGE SYSTEM DOWNSTREAM OF THE SITE 57ORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRE❑ FDR INSTALLATION QF ALL SITE IMPROVEMENTS ENDICATED ON THESE DRAWINGS. 21" A SEIPARATE IRRIGATION PERMIT MUST HE DETAINED FROM THE CITY PUBLIC WORKS ACCI=PTANCE PROM E TO THE C ITV WATER DEPARTMENT PRIOR TO FINAL CONSTRUCTION D QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAxi=D TD 425-744-fiD57 QR EMAILED TD JEFF.KDBLYK+3EDMDNDSWA.GOV. SACKFLDW TESTING SHALL BE COMPLETED BY TWE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS DN AN❑ OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECDN5TRUCTiON CONDITION IN ACCDRDANGE WITH APPROPRIATE RE0UIREMENTS AN❑ STANDARDS. 23. ALL DISTURBED SOILS AREAS SHALL BE SEEDED DR STABILIZED BY OTHER ACCEPTABLE METHODS FQR THE PREIJENTIDN DF DN--SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24, THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL_ TIMES BY SWEEPING. WASHING {JF THESE STREETS WILL NOT SE ALLOWS❑ WITHOUT PRIOR APPROVAL. 25. TH15 PROJECT !S NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPIE DF FINISHED GRADE SHALL 8E CONSTANT BETWEEN FINISHED CQNTOURS DR SPOT ELEVATIONS SHOWN. 27. FINI°I;HED GRADE SWALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5� SLOPE F'OR A MINIMUM! DISTANCE OF 1O FEET. 28. CDNTRACTDR SHALL BE RE5PON51BLE FDR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING A5 NECESSARY TO PROTECT WORKERS. EXI511NC BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER ExiSTING AND PROPECSED fMPRQVEMENI:S AND EXCAVATIONS AGAINST LOSS OF GROUND QR CAVING EMBANKMENTS. CONTRACTOR SHALL AL5D BE RESPONSIBLE FOR REMOVAL DF SHORING AND BRACING, A5 REQUIRED. 29. CONTRACTOR SWALL OBTAIN APPROVAL FROM 1TiE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE iNTERRUPTIDNS, HYDRANT SHUTOFFS, STREET CLOSURES DR OTHER ACCESS RESTRIC110N5. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHALL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELQCATIDNS AND/DR SERVICE iNTERRUPTIDNS WiTH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIE �. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY MATH ADVANCE WRITTEN APPROVAL DF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SER1+iCE WHIOW ARE DAM ACED DUE TO CQNSTRUCTION WORK SWALL 6E REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECT{=D AND ACCEPTED BY CITY pF EDMDNDS AND OWNI=R'S REPRESENTATIVE PRIOR TD BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN L3Y DIMENSION, WHERE NO I7lMEN510NS ARE INDICl4TE0, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE Pf2OPERTY LINE. 35. TREK CH BAGKFILL DF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PRQVIOED TO THE CITY PRIOR TD PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING DR NEW UTILITY BY E" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM A5 A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS FOR (WHERE APPLICABLE} FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING, 38. SEE ELECTRICAL ❑RAWINGS [WHERE APPLICABLE} FDR EX11<RIOR ELECTRICAL WORK. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE} FOR SITE IRRIGATION SYSTEM 1�KA18N�1M1 IYdTFi OF TRENCH AT tt1P OF WpE . ,se• FDR PPe LIP YO AND IFICLWNO 12' OLAMErEre P LARGfrt N DN1ilE77 - 1 'FOR ePE THAN 14 Na ENAL O.D PL173 ]} 2. REFER TO CRY OF EpMOHOS MDDIF3CASIDHS TD DAASIpN 9 DF F1500T STANDK� SPF:pFTCA[IDNS FOR ANIERUL GRLGATIOTI AND AppfrlOETAL INFORSNTiCN- S.TREHL'H BACIEFRL SHNfL MEET A KCN[YUM CGV PACTWK OF 25% aeT+srrr PE7: ASTM D F557- R. E E>,lsrJlsLE wTEEeAL IS ENCOLINTFfED e€".DYf F1PE ZONE. COHTWLCTDR SHALL RETADYE AHO REPLACE AS REWHLEp FIY CfTY E#ldHEER, _�� REVISICn aATE "--�.: �.--.CITY DF EDMDNDS .IAMUARr role - TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD `-_ -� OEPARTAAENT DETAIL ^ eJ�j I�agd APReDVED Br' R. IJMeLI%N GU-400 a SEI APPLIC+BLE SrANpNII3 DE'iAl$ FAWWE ANO GRATE 5 PH°E Ai.L071'AMCES PIPE ALLrERGIL KAxIAF.IIa BlSIDE DLAMETEIt RE3/F>DR�D OR la• PWN COHCRkiE AI.L METAL PE'E 1 S• LPSSP• 1 y [Y[SpaT SrD SPEC 9-03.2D) 5IX10 YIULL PVC 1 y {vrsDGT srD saes 9-D5.t2.E1]] 15- {1Y.aD0T�STp�SPFF e-0�.5.12{2j] • CDRRt1GlITEO POLYETFRTi7TE �S• SrDRM StWEIi FiP1: S �Y•, 4•, B•, OR T 2- T� GTp fAL,INS STiAli r>E OaNSTITucrED IR AOCOREYNCE wsnl wspOT srANLWID sPEC1FILATION s-os-so[aT. 2. A5 AX ACCEPIAHLL N.T47NATiVE f❑ REBMi, VIE[-DEa 1NRE FABRIC FNYVaO A KIN. AREA OF O12 SCAJARE RICHES PER FOOT WY BE USW- EAE],DID INKS FAE3RIC sHN1- CONPLr TO ASTM AW7 raA_GFIrO K 221 ]. 'MRE FA9R1C SFULL NOT tt pLALm >M OE1T6- S. APPE.r HCIV-SHRINK CROIif r0 INSIDE Hilo OUTSIDE OF All JO1KIs. RRHGS, RI..'4RS silo CRANES. i. RWKD ICJDCK'DVT9 AUY flE OH a:L 4 S�DE5, tYDH MAx pVJEETER OF 2C". IOHOCICOUSS NAY BE ETTHER ROUND CR 'D• SNAFE S. THE IAA]{ DEPTH FRpA THE FINISHED GRADE Tf] THE PIPE IKVLrii IS S'-0-. a- THE TAPER aN THE SfOES aF THE PRECJ57 BASE SECTION AMD RISER sz=cnoK swrLL KOr pECFm 1/2'/Fr. 7. CATCJi eASIN FRAME AND CRATE SHALL BE RI AOCDRlYNCE wall srAHI1ARD sPE>CIFI°LTpNS. MAnHD SURFACES 5iiA1L � FW!•J1ED TC ASSURE NON-ROLKIIIG FTi wIM Nil' cav>:n PasmON. [MEASVAENR'NT AT TFIE TVP OF TILE BL°E] 8. rER11pIL EpGE DF RISER 9fALL NOi BE MORE THµ 2• FRpI VEHTK.l� EDGE Q CATCH BGRI VIAL.L w� REVISION PATE ,'� CITY OF EDMDNDS �� sD,e CATCH BASIN TYPE I r'' PUBLIC WORKS STANDARD ___.--_ DEPARTMENT DETAIL £=I, 589° APPROVED EY: R. i1G0LlSk SD-303 • BACRFILL REgBEiEIIFMe FDLLDLY THE GUIPELI.HEE OF A3T>M A T9e. 1� MINIMUM iREpICH W WTH Aii18'" ALLOW RCA4 FOR PROPER COMPACTKSN OF HWNGI INTERHLS UNDER TFIE PIPE. THE TRENCH WIOTTI 18 THE NRNIMLIM AMOUNT REQUIRED FOR PROPER INBTAT.LRTION @.1]AND T1] BUPPORr FIpR¢OHrAL PRES8i1RE FROM THE PIPE [FABLE ICU} TFSE MANUFACTURER'$ SLICiGESTED MIN IMV'M VRLUE iS: 1.5i)+12", 1e MRHIMVN EAIeANKMEHr Y`l6rH � I/K] FOR wRIAL FILL ENVELOPE CHALL ESE: 3.aQ BIJT NC LESS THAN D r {b• {PREYS ER ]. �2 THE FWNDAT1pN UNDETf TFIE PIPE Aim HIDE BgCI¢R-L $FSALL HE ADEQUATE T1D SUPPQRr THE LDA°S ACYINC3 UPON li (ELIj- Q3 eEDO1H6 MATERLAL 81441 fiE AFdF1ATIVELY LOR7E AIATERKM- THAT IS RDl1EQ1EV SHAPED 70 FR THE BOTTOM OF THE PIPE. ANDA DEPTH OF },�' PER FOOT OF FILL NE1G1Tr [R.], 26' MASL [FIG. "3]. THE IA4)LEARIM PAf2rK;LE SQE 1S NOT TD fx7LCE£D 3" IN DIM�TEFi {7.T]. a0 coAau4ArED srEa PIPE ICS�] MFi caRl. Q HAUNCH ZONE ALATERIAL SWILL 8E HAND SHOVELED OR SHKIYEL SLICED INTO PLACE TD ALLOW FOR PROPER l7DMPACTION IT0.1]. DINFFLAL BACI(FILL FOR PIPE EMBET7AFTIr T4 MEET GW.OP, GM, pC. SW OR 9P UNIFIF.p SOR CLA9$IFICATEpFE SMTEM PER 0.$TT1i D2aC7, OR APPROVED EIIUAI. ANp COMPA.GrED TD e1194 6'TANDARD PRpC'f DR P6R A,eTM pBGe- MA7CMUM PRRTIC:L E 917E NDT TO EXGEE° 3' (P.2]. ALL LIFFS iEEL4i DE PL.AC€D W ACOHTROLLED MANHEFI, EC' 7O 12' IN DEPTH AHp CAMPACTT=D BEFORE ADDING THE NE7[T LIFT, AND ND MORE THAN DNE LIFT SIDE-T45'•DE DIFFERENCE SHALL BE ppRMErtm[TO.1 d 10.P} Q INrfyAL dAG1piLL ABOVE PTPE MAY IHCLVGE FSOAP 9A$E MATEliYIL VWD FEUPp PAVLTNCNT FF AYPLICAEII.EI• BEC TABLE N90VE. O TO71VL NEIl3!iT OF C'OMPACTEA COVER FCR F,.ONVfe}'rllpllAL HEGHwAY LOM91S MEA8UPE0 FRDC.I SDP OF PEPS LO BO'rTCML GF FLE7CIBLE pAVEKEHT OR TOP DF RK[ID PAVEAENT IASTM A78d, 1T.1]• O FINAL eALTff1LL AEATERIIVL SELECTION AND CDMFACTiDN RC�U;REMEHTB SHALL FOLLOW THE PRQEEL7 PIANB AMP 9PECIFIGITII']IHB PER THIS ENCpNEER OF RECORD f*] 1, t t.71. NOTES: GEIITEXTILE SHOULD eE CONSIDERcn FOR USE TO PREYENr BOIL NN:RATIDN INTO VN('RNO SOIL TYPES IFMROUEC7 ENC!NEERj. FDR MULTIPLE eARREL INSTI4L,ATIONS THE RECOMMENDED MIWMVN 8TA7lCULRO SPACING BETWEETG PARALLEL PIPE RUNS 8WLLL 8E NO LFAq TH11rJ 2L' FOR E7114METER6 VP TD i6'. Fi)R ONMETE RH a i6', THE MllledUM $PRCINCT >8 DIAJdfTERR OR 98', WNYCHEVER 18 LPSS [ASTIR A786,1 G.1; COHrAGT YOUR CONYECH RFPRFSEHTAl1YE FDR NOHSTANpAFa7 FiPACM1D. C NTECH' I 233 - GSP RC+LINO eErcaH�llSo svLUTlva� Isc ������ STANflARI] BACKI=ILL DETAIL IIw,V.QpasIeNETJEL.epm :;: �� �.�._ 1�� ASTM RfYC arler P°yaa DR. aaLl i0a, Yr°" Cluadr, DH iCala 70o-938-i1TS 519....,'ET^" 51361S7W9 FAx dlTl O((AHM 51N1118 REV Y.--. REV DATE - 5GLE NT6 fY.+AYWN(iTYpE'- {1} 1_ P.�_.___ IN SW1 /4, SW1 /4, SECTION 8, T.27N., R.4E, W,M. HARP FACE GdIH!C NOTE t FOR IVDIIGI116 _ g�rt�yara�y� - S PLCS EQUALLY SPMi]] 1$O' weer ON z?-I/1e• aF Bc RING BdIQ CUVFR 6/e•�-11�t.y�53N HFMi 2S aH C;DL/EFt SECTION Ft7N BOLTING DETAIL 26-1/2• p1A 2�1/i• OM T,l�1e. NOTES; I, coLRxz swu HRVE hIE waRn •SEY/ER• FpR Lam. � e. sNGRArR' SEWER µINIOLES AMD •SEDIn," CR �RANL• FOR STT]RM AUNNCLES. za-a/e• DIA cL Open z RRED AND cw+aR sFw1 BE RATEp Hs-za. A EAST .IOROAM KtDN M17RKS OD3715ESa. OR 27-C�1C• DU APpICOVf� EGLYL. 3F-i�e' ODI i.RHp AHp C011E7t i5 G.R IRaH. ASfY-i8 cuss ss. / REV151DN BITE x CITY OF EDMDNDS 24,1 MANHdLE JwoeL sale CATCH BASIN PUBLIC WORKS RING AND COVER STANDARD DEPARTMENT AEfAIL es� 1'--8 AVPRDYED Err: 1e. LalelilH GU-4ZO 18'l(t4• *1 32 . --0 TIP �4/Te- L ,-,�• �� 1" Te�a2• �i. 17-5 i•IQYS 4- zs l".TION A -A 71 1 k I 2-1�• T�T. LI11ENt CDNC GEPELi L9YAE5NYAES �cnvN B-® B C-I BASIN L llVFl PAD Ie �4:4�fr�",1�'!4i'`i3i'�if }!°; `•"'ra~`i4=`':4 G�.':.� Eistl �_ �, B � ELF a. � Nor rIiQTE�: 1. DRILL A4m rAv •'DR, AMD PROMOS, TLVD LOC,dNC BOLTS SIC•-11 HC STN18.E55 TYPE SLIT STEiL SOCt[ET HEAP [kiQl HEW] ITI]LTS, 2• LONO. 2. FRANe KIATERIAL Is OAS: eeQN PER A6TAi A4E aAss ?a OR BETTER. ?. SEF FRN/E TD GRADE AND COHSTRLICT RC<AA µp OEITSFR �D BE F.l15+t wme FRAME. 4. KLATCH CEMERIJHE OF CATCH BASIN 7O CURB LINE FOR TYPE 1 AMD 1-L S. VANED GLUE SHILL 9E INSTALLED ON CDHRHL1011S ROW SLOPES. HEARINCBONE GRATES SNAIL BE INSTALLED IN ALL SAGS AHD soups C. lCVRB/CURB MID CUTTER AS REWIRED BY THE CffY EHQHEIR. ! rx� REVISWH DATC // STANDARD rAHUAJLT ule FRA#AE INSTALLATION STANDARD ❑STALL AppRWED Dr: R, tiaEGLESI 5D-32D 39. - 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TQ CITY ENGINEERING BEDDING NOTE DIVISION FOR APPRQVAL PRIOR TD INSTALLATION. SECTION SHOWN IS TYPICAL. ACTUAL BEDDING AND TANK SUBSURFACE DRAINS SHALL BE PER PROJECT GEOTECHNICAL ENGINEER RECOMMENDATIONS BASED DN SITE CONDITIONS. DETAIL � DETENTION TANK BEDDING N 0 SCALE PIRG AND OVER PER COE SiD OTL FOR W�RB µp SPLASH LRE DHLY: FRAME AWl CRATE PELT DDE sm DTL sD-szD sETaEs to uAx -_ Hw�lbLDs Sx] Tpp SLAB SEE COE STD CFrL Gli-423 • - •Kxi" DR 2i CKA 6' MAx j' 12- [rYP] ] 4e", 51•, OD•, 72. OR ee• STEPS DR LADDER OPoEHT 50 TENT TFEY ARE KDT ABDYE WPE sA11n COL1.Ve aR POLYPROPnp� _ E[OR-H-sFx AROEIND sAFErY srEP - I PtPe � I 12. O.C. (iYP] {SEE NDYE C] I _ _-- ! r-0• - AeN !'-i' PRECAST BASE µD MA% INTEGRFL ISER {�C✓r7CN BASINS 54ALL $E CAHSiRVCT@ el ACCARIIaNCE 'AKIN wSDDr SfµCUJ10 SPECIFIaiTDN 9--0•3.50[?;. 2 HAMpHDLaS IR AAfUST►EIR SELTIdt SHNl HAVE 3• KIN 0.EARAIICE. STEPS IN CAICk gLSTN sHYJ. LyAVE 6' WH 3. APPLY NOR -SHRINK CRCDT Ta INSIDE AND dlTSIaE OF ALL JpINT$. R•NGB, PICK HOLES. RISERS AIIO FTLANCS- ALL PREc.IST CONC1tETE SHALL 9E GLASS iaOC- 4. KNOCKDVr UR CTlrDLJF HOLE 517E SHALL EQWL PIPE OUTER oV,ME7Ert PLUS CATCH HASH WALL THICKH ESS. LWC HALE 97E SEIALL 8E 38• FOR 48• CATCH 8551N, 42• FOR GA ' CS i8• FDR SO• C6 7U ' SCR 72' C9. Bi• FOR 9C" C& MIN DT5rAfICE 6ETIIEYH LADLES &l°G.L BE e• FOR i$•, Si•, Al0 60• C$ T2" FUR 72 AHD >ae• C8. 5. CATpi 9ASIN FTTALIES AHD CJyLT&5 DR COVIIiS 57-LACE IE IH ACCORCWICE eRTH � 7.a5 OF THE w50DT STANDARD SPECFlCAT10Ns. fi. STEP ANO CADGER KAY BE USED IN LIEU OF PCiLYPROPYLENE SAFETY STEPS. SEE C{7E S[D DTL CD-427. C� ��. ` REYIs!DAI LTArE r'-• 'CITY OF EDMDNDS CATCH BASIN, TYPE II OCT08ER 2(I18 *�` r PUBLIC wpRKs 48"," 54 5a"� STANDARD ._-. OEPARilu1ENT 72 � �6H DETAIL eal.-ti�9° APPROVED 8T: R. CNCLlSH SD-3OG T PITH L STD OIIL SG-324 el,en Y OR+FT t -s�e•� 1/18" 1, � RRN T71° LOCISWC RCLTS 5�8•-11 7iC SL41HLE55 i1'PE 3L1i 51EEL 5C7C7(Ef HE47 {FLESH NE71D] RCLTS. 7" Lf1NE. HOTS SLOT OETAp_ 2- MA�RRHL l5 OVCTILL RtORI ASTK AS.Id GP,IOE eG-5.Ha6. ], "DIirFALL rLl STREALI DVKP NO POLLLjfA1l15" IN RNSEIS LElTIAS SFMLL lTE LOGTE➢ OH CRATE AS SHDMT, IItNiDE]i AREA 4. SHALL CDIIFIjRM TD SEC- 7,p5 OF THE 1rSDOi STAND1rm SPECIFIGTICNS. S- Wd'LS]Raf' t4 NOT PERMETTm. e. L1SE M C(YIgMVDIJS SLOPE COHDf[IOM9 ONLY. 7- EyaEi swlL HAVE a-125• RA171115, a.Tv' CfEAYE1ER aR caMPLz=EE DEs1,TTRINc. e. VSC A THRWGH CURB INLET 1YTH HERRINDeDNE CRAZE M Sic YETRTICJL Cl1RVES PE1! GDE STD OTL 5D-SZF- w�--� REVI90N DATE �./_.� . r'�='CITY OF EDAIfDNiJS .IAKUARr axle VANE1] GRATE LY PUBLIC WORKS STANDAR❑ .�_-_ DEPARTMENT pETA1L �'= f . 18 ° APPRCYESJ t>Y: R. EMGt!!H 5 ❑ - 32 3 NEW G8 1ryTYP£ 1 sm GRATE RIM=262.OD (£G] _ _ - - IE=259.3�(12"ALIT-N] r _ - rao�ND�RDAprIIr�N6H CAADE �� VROPERh LPL[ Qc - DRIa rqE FDR - r - _ ^� _ T - - - LDCATGR raE- ,I RIIOHDC 17• IBM OF II WUIc w rRYi IK7% o 3 d �- II �I O � ]I � ]I � 11 C II ]I !f LK ° Et C.]-' V' 1 r7 MAN• N A SOIrIG[ TM ip 1AAW SHALL BE ANaL[a AIID IK1T E%CEED 27 E]CaRpS A �f31�L..L11it �' [8' IaP] ODIJBLE STTOIP SMDLE EOULI 10 ,I ROWC iTflE 7Oi'S EG�� a CRraCe T-'iHC-+'iL 2• eHa.55 •P eaL1 CORP CpSLL TO •aR0 ygHeT-12HB-11f7 2 - $' 8RA55 STREET Fllf FOR SMNC SOM Q YE1ER BOIL AlBKIR(JST A600+fiiaPLAt e, 1pTr. ARYORCRST l.0 AEOal ea iTRLI-H7 all APPRJN.'G Q IcLlw LEuwrrlvpl P+dE [x'1 *rrH STARLESS ST[[L FISERt Fr]W1 mown RRLL POLrAICR BaA Il•D YgYSENp-CZj wRH 2!K LiMR +lrrN Hax�D Lr 2" YYI Ll1T1M: READER `J If�I RCET5�91FIP O S' MASS mPE iLr./f �1m. OOMNCCr2iDlV�r DIE �EA� EaR 9w � ILLDE 1WiH AR ALL SraWllE:i Sla4 Nay[ LIIW OY 9[]rtDUtE W Y P4[ CAP OR RUG AE;IIDYEp wRltcTloN AT � uu wsx slwL eE wa rrm A WHEN DaAeAEcnG« WGE ro aismaEw SPLR-POET OO4ML�OR. sTRw cOItlRVG PRIOR lD CaNKCTgR wILaP ttylE A7UU/O lRTE. O a'IrAe' CDNCEIE'TE Li.00R SUPPOR'S �C eLac SUE of PETER B011 sILALL EC SET AT TIE � 2" RISAJ[Hr IR:.aa[ DATE WLYE [F'Y , FVj 111'1. PRIyERTr 11rt IIIILF54 IV'PRO'Yi9 9P IKE CITr EHGY/EYR x• IDVWA, (i'iRATll/a NIiL FALTER eD>¢s swu EWi ac spr w yyeu[axr ARrls LRILE55 IOCA,ION AVd IRKFY RATEp �>< 6 AIPIIISYm O 2 P(CE LMLYi ,LD. - ,GIP SFCr1DA TO eE E11LTI M COY flrPrICER. 9aa STYLE te• 1KLN ldC1AM fF4.E SECTIGM �, � ELL L01eT1+ T° Frt O MITER SPACER ,O „E SUPPLED Alq REeTN,m eY �M i m AND `�' MGOMH�ECIIDAT rHE ODNIRACTOR. SIACFII MVSi HAVE A YSEIarfA is YEIV]I OIRb1�COMTRIC'TdI YUL COA/HMSYIpI FRfdEO e - I/A• .GELS I1RelED w sPAe><Ie eDOr �: PRGWaEr OWMq RESpaNSIRLE ITRE PVRI7LA6MD O G• YWl ll I.O. tOMPRFs+ N Fl1C/IC I-1/2• DR 7• YE1ER IHRDIIGN THE CITY DEVELDPMENF SERVICES pEPAR1YEM. TIE CITY 1TYL 91W'P! Y PETER ARER PI/11pv5f FDR aaRRAcLoR UISTALL !F , - I/?' YET[R r5 USCD CONTRACTOR 1HLI SSJPPLT AFDlJCE115 10 COh}ECI 1!'IER. 1-1 7" dt Z" RMS�WA PATE CiTY OF EDMONCS +al�exR so}e _ �" � PUBLIC woRKs WAT R SERVICE INSTALLATION STANDARD R�PARr1A>=H7 DETAIL �� �,$4°• WA-1 31 APF'RpVI:O �'. R- ENG115YI P� SD�35 0 �3.5`�x >, �' r6 1 ' 2-I/7• E•-�•� R.I-5/2' A.1• E �� ,� P1ALE SCCrtE WAKE EVERY tp' FLOW CairtROL �4.5'� - SpTVCTVRE i PVC PIPC NON-Sl1RIIRC CROUI 1•_O• I�AY Cal1PLINC CONTROL OEMCE ASSE119LY TO RE REMW►HLE FRDY ELi !�'P�-W-C'�PIP`E [CPI-KiNAL] !s'�' - INSIDE THE FCS PYC PIPE• - - SET SCREW m I _ � PREVENS ROrnnDH � - r""�'T' I. � TEE• �T �1 a EIyC FiPE � I I sue' Et9011" PNC ADAPTER• w� CRaSs q � DOUBLE GAS1cET ,I I JWa ADIi EPATE � �- - BONDfO SAND PTNlSIi ON E7RERIpR. MIN 7' LAND ¢ pRR r m ORIFICE I CAULK SPACE BETWEEN Rl PVC WSIDE C� PLuc PYC ADAPTER AHp PPE slue CCNNECTl4N � ORIFICE GOB f3AilEIF11• r PRE J - OLr CDMIECrON ANa ry LADDER DR Iu110 Haws PaLTPRDPYLET✓E CONIRDL DICE (SEE OETAk A] PVC lHS1aE CAP PLUG• pM[r PIPE- � � '. CNICH ,WCHDR ALLOWABLE OURFi LDGiI[IN 51'IRE ROPE [led to STS-] rr {SSj FlMSEEp GRADE CATCH Bil4Ml TYPE II ��Ci1P DFFDRYED 4-NOTCH 1FETR AS HEEDED• PfR WE SN piL - �� ROD (56 OR �' + ALVMEHIAA] SVPPDRr (T RFA'O] LE?ICIHi TD FIE y � l 1'-D• Hal PVC PIPE k 4_ -` I'-e' MAIL CRO56 FLDM COFITROL ��� CQLITROL DEYTCE � SEE E1ET+LL R DETEHTICIN PE°E PIPE SUPPORT B _ IETJGTH, [pAMEffl1. f}�[AIL FLOW C(1H1RC7L STRI]CT11RE TYPE 2 GTCH BASIN SHOYCFE �[df {DETAILS A aE a SRAu APPLr TO ALL DESIGNS NVTES: wry A s,♦eAR oArE wouLo orrlERrnsE APVLYa • SPECIFIC pE$K1N INFORMAYIDH AS INpICATEp ON APPRCYCy CDHSTRl1CT10H DRAMIl1[LS. INHFf C'. 9ETEMK]M PIPE IN SIRi1CTVRE SHAJJ. BE EOE]AL TD OR HIpTER THAN THE INVERT OF rl✓E ODGET HPE PRIVATElY-0eR♦E'D 1;'01irROi STRJC'TI1REi SHALL HCIT 8E PLACES] H CRY RK7fF-OF-WAY. � .,, _.\ REVT9DN GATE FLOW CONTROL tAN1IARr xme .�'' CITY OF EDIuIONDS sT;�ucTURE PUBLIC WORKS [FCS] STANDARD .__.. - DEPARTMENT DETp,IL £s T, yg?° APPROVED BY: R. DigJs}i SD-301 FDUHDAxr NAuE 1/x- LETFE]PS PECESSFE � � �� 7-7'4• FUR THIS SIDE iD CIHIB ,,. LLACIeHaiC CLEARANCE ���I[ lki 9AR I • rHICI[ I� / �� . .. �f �� [TTP, i T'IICES] Leg I-5/e- THICK THIS AREA � BARS , -S/8" r THICK rH5 AREA I -1-1�4• I LEVFJJ NG PADS t _7/e•-{ � STE 8-3/A' a 3/i" a 1 /8' ^'i h^ BETAL TdP NEW �� BOl-FLN,i VIEYU �• SIDE VIEW ETJ❑ NEfY 1,,,. T� ROUND I.�tn• -1 s/e• ELLJPnD+L TAI/COJT BETYAFEN TWD RADII s+Gr DLZALL GPTIEiI'LAL vE.slcN F•vR SEE NOTE E ND'fES: I. SLOT FORMlII MID RELT�SSEO FDR S/8•-11 RC % 2 SOCKET HEAD [ALLE?I HEATS] BOLT• 2 GRATE SHALL 8E DIICIILE IRON- 3. S1ULL CONFQRN TO SEC. tr-OS.IS OF THE IISDOI SrANC147D BPECEIGTN7H5. 4. VSE HE7TR1MiUOPIE GRATE IN CURS LINE OF SAGS AYO SLa,IPS_ s. USE FPAAIE sH0'IAY En sr.NDARo DETNL �F l � � / REVRACW DATE ,,.:..CITY OF EDMDNDS PARER GRATE �� sole ' PUBLIC WORKS (HERRING6aNE] STANDARD ._.,__- DEPART�AENT DETAIL ear, IES94 APPRQVED LrY: R. EMDLJpI rJ {r--324 c�P iIOT TO EI[CEID 1E16' BEEYRFJi LLEAWIl19 k� C IEYIDUr [N'TE 1Fjj}E CAP J AIA CLf.AlialfT CWE.R] AND CaNCRETE 11YEI.CVG COLLMT 12• LOCKReG COVER SEE NOTE S 17•t FNYk$HED GRADE � � & ENa pF PIPpt CR1PP[R PWp {�jE 27ae1 CR APPROVED V WATER T1CIT1 DAP RL9ER LEYElIIIG 1701.LAR i5 SEf 1IOrE i as• 12• PVC 9LEEYE 6• RISER 4' OR C• SLOE SEWER C• wt'}: AHD E5' CRY STUB GETJERAL GLEANE]UT_GETAIL iS eENO 4' OR 5' Tr LocKRLc DwE1E 51°F sEwE>o cLE,wGLrr nErwi_ � sErt NOTE ? � �y ids LEVEiING tY1LLAR SEE HOiE 4 NorEs: �� ASPF{ALT Se1RFACE 1-SESVFII RPE SHALL eE SQIL-33 µD J°WTS 5FW.L BE CA9XETEII. '12•t 2. PIPE 51APE TD LLE 2i MCi Nl❑ UP i0 3U% W%. 3. SEWER CIFJf1IXlf COVER TQ BE EAgC aDRONI IRON wDless t FY)Of LONG Ix• PYC sLa:Ei�E PRaDVGT IPA-'�T� ST+� RPM casPiaL aR APPRvvm ETJSW.. e• B5F]'i ETlO OF POPE CRIPp{R i. LEVELMG COl1/W SHALL BE CDNSTRl1CTEp AS FOLLOWS PLUG [CHERNE 27D281 OR APPR05�D EQLYL] • IN RMDwRYS PER CQE Sip OWE' GU-{i4 TYPIc1EL CLEMIE]UT Ri smEwALle/LAeroscwm AREAS, EITHER x45di•I19- DEEP CaNCRETE COLLAR CR 2i• pALEfpi >c C• DEEP Ulb� A4PHALT ❑R CO ETE �� coNGRE.TE caELAx ,w_ � REVISION GATE ��- � � > >CITY OF EDMDNDS SEWER CLEANOUT DETAILS wiV17°' zola ' PUBLIC WORKS STANDARD ._.._.' DEPARTMENT DETAIL eaE, s ° APPRorca raY: R- owLnK 55-200 '�vj. NQTES: L� � � Bwlaler {zu>nn ass LONG • n-IE ADDRESS NLI@F7d LOGE SCIBES CR EOWL} SHOULD LF S" IH6'F5 I�TIECrIYE WHRE YNYL SEf DN A ENaRVF.L7711TC CREEK , NNTL LiEGKCRDIJND. . AII0RES5 SIpN REQVWED 'NHEN ADpRESS Cµ IN3T BE •.~- SEEN FROM THE SfAE[T AIID - - TMCFD ON i"x4• TREATED WOOD POST. {9GH TU � GP [ZUEAAR 85D LONG SYiODUCEa B+' CITY} LOCK SERIES CR E91►1Aj • HEralrr TO earr°AI DF SG11 iULI BE 3D". R"lA' 1T1'Pj �� ff , A' ��U�O��F� �l' e D [rrP11 L�FL[�T A° V�{----e [rrP� N92ES: 1, yWERIAL - .OaO FIT ALUMNVM ROUNDED CDRHpLS Ypres ygT{ INIENSRY/Re3MATIC OIMIDPA C[LWE SHF�IWG- a. COIAR -GREEN DP:KGROUND YhTlf 1YH[LE LETTER$, HVK19EFd AND BDI4.'ETi DH BOTH SICES OF THE 51pIL S. yYT el•Wl. M i>•ArA C SERIE3 FaFIT AFEa iMD DVi A4 PER TNf STANLMD 1EfAIWY 91GNS +WD 41ARKING {SHSif} SDOK. S. ALL LCTTERRIG SH4.. 9E COAPDeE� OF UPPFJe µD LOWER CYuC LETYEIIS. A. ALL AIaIJNrS11 SIGNS FACING TgA,FTiC DE! 3fi SdPH STREE79 SR'JY.L NAVE THE 1!VIIIE ❑F THE STREET IN 6' LETTEIfi11C, E. AIy IIDVPTrLD EIG}'4 PApH6 TRAFFEC OI{ SLIT[ ROLITI SHALL IEAHE THE 11AYE Of THE STREEp IN C' LIi'TCIeTIG !rC[J101ND, TREE AEBREVGLTEO lLS (;.T, WIE, DR, PL, WAY, LyR, ETC] µ❑ �ppR,IpHIC DE7INEATI]R8. (w N/D St]. E. ALL QVpS11EAa AIaLv+TEA [TRARIC SIGNAL MASy MMij SIGNS 57rAci. HALL TIC NAL1E Dr TTIC STREiT IN t2' LEI7ERIH0• • LVEINBLE LENITIHS 17EDAwIEp FCp NAYE�7 SllrEETS. �' � � .�' •. REY$!ON ELATE x. x,� CITY DF EO l+IDS STREET NAME SIGN ANa orrpRER Rou "�, "``!�.�__�� ,��.^ FIRE -AID ADDRESS AND �"'' T�■�l ?'18LIC WORKS POST idOUNTINZ"i DETAIL STANdARd ���[ .._ DEPARTMENT DETAILR 'F,J.- �--a�` APPROVED Q!`. R. ENOLJsr TR-57V ar, Ig ° EX. 4" CLAY SIDE SEWER XING� E}C45T. UNKNQWN DEPTH GRAD' - - - ww"L � vTc piiAlN ` - - - - - - s' PVc 5nR33 [sound 2' COVER w/s' erovER (rrrN} Rli�}�279.OD -----------�- --I - --- A n�amn NEW CB�ZMiYPE 1 STL7 GRATE iE=27U.48 (8"our-w} IE=272.70 {4"IN-S] WD/FD 1.1 m i • ` r �DRIrEnllr rnNc av cLRle AIAIa swRE t/7• wl-I cONrTREJLr LAfT ex I.LI PAVE1F11T LONS7tETE CV•IB SIV4L i3E HD LESF 111IVi S" a1 IlifFpll EIRFJIp PArEypl► 1.J- FROM '� _ FACE a CURB IF •ECESSaRr f:• Sllf'PDRE EITRIJOED pJRB �g�; � PLACE .• caMPACTm s/e• CSTL R[LnW MK1 E» T MOT SO (F S19E0 HR fllpfl-aF-T.AY 1710EPr TO IE¢AIR EXLSTMC EXDe/MD L:1RY. AS AaI+RDVLi1 eY C'TY fhGNrtH 7. Ba1Valli WUIT R LIIE ONLY AYfA(,l1yE Hi YETHnO 1a $C USED elTLl[El+ HYA A/IC EXTRUDED NAZI. S caNtwcr[ 6HML LIE AIR.EKIMAVIE4 cuss ?aoD ual wsaaT SRAA.AVe1 SPELYTTI:AATKX/5 4 NATAR AND GyuvEL SuecruDE s.uu eE COM ACTETI 1D A YJnM1iY O• FSR WX DEKgRY REVIS�DH CJITE CITY � �MOND� CONCRETE DEttIIx" :ale ExrRu13E❑ �uRe PU9LIC WORKS STANDARD DEPARTMENT DETAIL t„ ,#4° u'PIRDVEa RF: w< tRGLLSM TR-S22 871�8"PVC SDR35 +@ fl.fi0� EX. 4" CLAY SIDE SEWER XINGt UNKNOWN DEPTH �1 -1"� 1�Y WH L3� _ �F liedLlkSflLQ WDLR 70 HANG FROM LRI STEP ! ! SIIPPORf [T+P] I I I I I I I I I I I I I I I --i C.S- [8"OILY-W) ELfV.=270.00 / {O.5" � ORIFICE} r ¢,]/8' FOR RLOCK OR I RRIdC YH SEC110R � i FOR FT£CAST MH 1,. - ^' 7- FDR YDDIFIEq `TEP FDR � l_._. 1-I��_I PRErJSf WI 5£CnOH sTEPiE° al'1� L' NRH FKILYFRCPTLEHE 1, yyAy E INyTAI,LBp Ry ,y,L PLASTIC STEP GTCH EVSIHS AIIO MµFIGIES WHEN uErxH DF srRLEcruRE FROM = TOP aF FRAME TD LOREsr FLgWLEHE E%C®• FOVR[K] FEkT. q 2. tADOFJt µDIAIEIISgH6� 1THEVNH RpDeARpv£TVTS ONL�- d. STEPS AKD FIAlIDF10=D5 5'HHL SE IHSTALIEp AT I'-O' ON CARER SPACNM,. LnILTr THE DISTANCE FRpM 1}iE HIGFESi STEP OR Hi+IDHIXD Ai TFIE TCP CF TFE MH FRAME E'%C1EDS 1'-a' AID µODE'R SrEP aR HAN[EIDLD cNlNar eE LvsrALLEn BErrAisE CF' TIES LOCAT1Dq aF T1EE W PRICES, A HMOIIDLD HhALL eE IIISIAEIfi EIE'IM[F7i TteE 70P 2 1'+. uYTRs of eleaL I%e couAR. l- e' BOTH STETS MID LAaaER ARE REpl1NE➢ KV ANr STRIJCNR&, r1eEY S1iY.L BE iW7M rHE SAME YAHVFACTLIREII. S "LET'S Al1O LADDER SHALL BE POLYPRaPYtFHE A10 CONFORM TD ASTM aa1DI •YrFI 7 ' ASTTI Ab13 TGRAttE eD RIpMFORCIW6 9AR. IIAIE P-1]YbC, ✓wA-PS7-PF, OR EOWL 6, FASTEN LAOCQ7 10 FLOOR ATTD M0111 jlJpPaRFS ,RTH E_l,a• . 3-3/4" NiCH0R6- ANCHOR$ la [IE INSFALJ.EC PER IYALIi1VLTi1RFR __ RECOYM6ldLT10N9. � � d i �� REvr1aM wTE - ^,� CITY OF trDMONDS IArIUARr:ale STEP AND LADDER DETAIL �. PU8L1C WORKS STANDARD '� -----y DEPARTMENT DETAIL esr- tag° APPROVED 81': R ERDLI91 GU-423 SIDN TTP[ A 4 C D E F G PAST MOUNTED 73 dE ?D MPLI SD' YM fi• 3' 1.5• S,5• MIN 4" C 6• C YOUNTEp J6 MPH VAR S' S" 2.5• �" MIN 4.S• C &" C iAUNT[L SPATE RATITE VAR P' .6" 2.3" 3.3• MIN C" C Y C OVCRHEA SIDNAL 11A5T AElIS NAR T5' 3• 3•S• B' L8N 9" C }2" 2" MIN. � AIR VENT PIPE WELDED TO Tr[ IE=279.D3J (6"IN-SE) FROM CB #5 �2.7' X 36"� [ACSP,IRPP/CPEP} IE=271 AD 2,7' X 36"� NEW G8�3N54" TYPE-2 (ACSP/RPP/CPEP] CDIVTROL STRUCTURE IE=27O.00 NEW C 4 IIEI!=2 54'iYPE-2 IE=271.D0 t3B"EN-5} R1Mm283.58 IE�271.00 ($"niJT-W] IE=271,GQ (36"OUT-N] SEE COE STD DTL LSD-3O1 IE=Z78.00 {6"IN-S] DN THIS SHEET NOTE: CONTRACTOR SHALL OBTAIN SHOP DRAWING FROM TANK MANUFACTURER PRIOR TO ORDERING MATERIALS. ACTUAL BEDDING AN1J TANK 5UB5URFACE DRAINS SHALL BE PER PROJECT CEOTECHNICAL ENGINEER RECOMMENDATIONS BASED ON SITE CONDITIONS. DETAIL � DETENTION TANK NO SCALE C17 �_ j [V Li3 � �' � 0 U 1 � � Q � Ul � � z � L� ❑ D CJ 0 d LL � C? � � � ❑ 1.11 � F d U} � � � - � r C] � [!7 ❑ IZ' i, j o � � OCONNELL CIVIL ENGINEERING 2812 CDLBY AVENUE EVERETT, WA 98201 PHONE: 2Ofi-747-3494 EMAIL: QJERRY2f�YAH❑O.CDM OCE ,SOB #: 1403 w W Z �� Z w Z _o = � o Z s-- � Q U 0 �:' W iIS� i j�� � Q �_ Z�� 0 0 o N �N o N W 3 O '� o VV N � O fljjfl 0 J J ❑ATUM: NAVD 88 CITY#: BLD 2018-1520 PLN-Z❑1 1-D❑�8 APPROVED FOR CONSTRUCTION SCALE: A5 SHOWN CITY OF EDMDNDS SWEET: DATE: _.-_.. �""-_ _________----- OF 4 BY: ____,� _ ._ ._.________ �E �ENGINEER�NG DIVISION NOTES &DETAILS ����.]� CfTY DF EOMGra1;5