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3.12.18 - Issued permit ENG20180071.pdf01; 0,40 PHONE: (425) 771-0220 - FAX: (425) 771-0221 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 *PERMIT MUST BE POSTED ON JOBSTTE* STATUS: ISSUED ENG20180071 RIGHT OF WAY PERMIT (6-EUC) Permit Number: ENG20180071 Expiration Date: 06/12/2018 Job Address: 19229 86TH AVE W, EDMONDS Location: 19229 86TH AVE W PSE/Infrasource PSE/Infrasource C/O Susan att: Sidick C/O Susan att Sidick 1660 Park Lane 1660 Park Lane Burlington, WA 98233 Burlington, WA 98233 (425) 457-6353 LICENSE 4: infras1871c2 EXP: 02/22/2019 141.111] Wfu IN 1 W I Who Work area is approx 243'S c/l of 192nd St SW & WE c/l of 86th Ave W to tie into 2" stw main install 237 of 2" pe main in private road reconnect service to houses 19213, 19229, 19217, 19223 86th Ave W. I ]4x]O cut in asphalt anticipated. DISRUPTION INFORMATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: 14 X 10 PARKING: OX0 DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY 0 FEE: $0.00 ALLEY: OX0 DURATION IN MONTHS: 0 FEE: $0.00 INDEMNITY- The Applicant has signed an application rvhich states helshe holds the City ofEdmonds harmlessfrom injuries, damages or claims ofany kind or description whalsoei,er, foreseen or unforeseen, that may be made against the City ofEdmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and allorneyfees by reason ofgranting thispermit. THECONTRACTOR IS RESPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING TBEHNAL INSPECTION AND ACCEPTANCE OF THEWORK. • Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possesion. • Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday- NO EXCEPTIONS. • Three sets of construction drawings of proposed work arc required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REOUESTS THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACEPROVIDED. Printed: Monday. March 12.201 1-21- TE El FILE COPY [_� INS PECTOR COPY F-] APPLICANT COPY STATUS: ISSUED ENG20180071 • Restore ROW to City standards • Restore Landscape to like or better conditions. • Call for locates of underground utilities prior to any excavation. • Alert affected residents and/or businesses prior to work start. • Conform to approved working drawings and Traffic Control plan. • Verify clear bore crossings • Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 • Maintain erosion & sedimentation control. Keep street clean. • Call for required inspections as noted. • Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. • Applicant shall repair/replace all damage to utilities or fi-ontage improverricrits in City right-of-way per City standards that is caused by or occurs during the permitted project. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold hannless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. a B-Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: Date of Request Job number - Job address - Project mgr- PMemail- PERMIT REQUEST FORM 02/16/18 109108263 19229 86th Ave W Jeff McCoy jeff.mccoy@PSE com Estimated job start date, Estimated job completion date� 03/26/18 04/03/18 Citv: Edmonds ZiD- 98026 PIVI contact #: (425) 429-5821 Description of work to be performed - on 8fith Ave VV tip -in tn 2" SIXALmain- Onst2fi-237' of 2" PE mcain On lyivqte rnqd rprnnnprt gas services to Houses 19213, 19229,19217&19223 Pavement cut? F7/ ]Yes 7 No If yes, Dimensions of Cut� Length 14 How many cuts? 1 Surface Type Asphalt Require trenching? F]Yes FI/ No If yes, Dimensions of trench: Length_ Method of installation'. hole hog Width 10 Width Traffic impact - Road closed [—]Yes [v(l No Lane closed ZYes F] NO How Many? 1 Shoulder closed Zyes F-1 No Sidewalk closed FYes F� No Emergency Contact: Jeff McCoy Cell Number (425) 429-5821 Depth Direction? North BOM for WO: 109108263 ITEM QTY DESCRIPTION PART NO. 19 2 SACRIFICIAL ANODE, 20LBS 6600035 18 1 STOPPER 1 " X 150 STD SHORT STOPPER H-1 7190 9999829 17 2 CORROSION PROTECTION BOX FOR TEST STATIONS 5000307 16 237 WIRE #14 COPPER TRACER 8500940 15 237 PIPE 2" COIL MED DENSITY 7000261 14 10 PIPE, 5/8" X SDR 7, MDPE, FUSION, COIL 7000041 13 18 PIPE 2" X.154" WALL GRADE B FBE 9999591 11 1 ELL 2" 90 DEGREE WELD STID 6000500 10 2 ELL 2" X 90 PE MED DENSITY 6000484 9 30 CP WIRE #10 COPPER 8500930 8 1 WELD METAL CATHODIC MOLD 8500080 7 1 TRANSITION, 2" X 0.154" X SDR-1 1, GR B, WELD X FUSE 7800809 6 1 CP COPPER ADAPTER SLEEVE 7600540 4 5 TEE -PUNCH, SERV 1/2" X 5/8" X 125 PSIG, PE OUTLET, 1/4" CUTTER 7800575 3 1 TEE 2" X 0. 154, WPB, WELD 7800360 2 2 STOP-L/S 2" X 150 PSIG, MUELLER H-17155 7600740 1 1 CAP2"MDPE 5200649 Notes: 1. All signs and spacing to conform to the MUTCD and City of Edmonds standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 1 1'for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.rn unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be 24TSCL of 192nd St SW & 16'ECL of 86th Ave W. ZGV3H� N�lom �JOM ( a 8 GV3HV r�j ovo�j CP 3NYI 3NO 4 piplicant shaH repalri'replact al� dilnr-�--gle to L)tilfties or frontage improvements in City i right-of-way per Citj standards that is caused or occurs during the permML ed project. D - - :� j, OW NE-.�-! C a i'rt P 0, -�' ' , r - � �; F � J N S 18 F 0 R ER0,010N ANO".1PAINAGE CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 SIGN SPACING MPH 60/65 1000, 45/55 500, 35/40 350' u " 30 L 2-5 PUGET SOUND ENERGY JOB# 109108263 19229 86th Ave W Edmonds, WA February 15th, 2018 mitchell.peterson@pse.com 425-398-6071 Sheet 1 of 1 Puget Sound Energy Traffic Control Supervisor: Mitch Peterson Card No. 010804 Card Exp. 08/30/2021 mitchell.peterson@pse.com (425)398-6071 192ND ST SW Ze - 2- X X Z PLACE SIGNS ON BOTH SIDES OF WORKING AREA 7F[�.T'.-�-Al A�-A UL-J RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 8NGINEEP*J0 M180M APPr3 VEDASNOT'EP X ONE LANE C:) X ROAD 04 AHEAD ROAD WORK CD AHEAD LEGEND 28" TRAFFIC CONE BORE PIT => TRAFFIC FLOW TtFLAGGER WORK VEHICLE/ FLASHING LIGHTS 1+ SIGN LOCATION RIGHT OF WAY — ROW— ROW— STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES t NOILFYG S CUSTOMERS, OR DIBMSIBUTE FLYER 101— A MINIMUM OF TWO WORKING DAYS PRIOR TO A PI-ANNED OUTAGE 2 INSTALLONEM NDANODEFOREVERYlow-CF—ATINGWRE INSTALL ANODE AND MST LEAD WRIES PER PSE GASOPERAMNGSTANDARD2525-13 3 MAINTAINCATHODICPROM MON FOR STEEL MAINS BY THE USE OFCONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER FSE GAS OPERATING STANDARD 2600 130l 4 INSTAUL A� ANI) TEST U!A,D VAR3 M MfOW= I'Elit "a W MW PROCEIDURIES 451,16 1400 AND OIS WGANO P29 GAAl OfteLATING 11TANDARD 7MIM MST UM WM$ ARE RCOUINO ON Aia, TRANWIM "I'limle 5 INSTALL CURB VALVE AT PROPERTY LINE OR 516- PE WHIP AT WIN (Aa REQUIRED) ON NEW AND EXISTING SERVICES PER PSE GAS OPERATING STANDARD 2590 1600 6 REFER TO PSE GAS OPERATING STAND-D 2525 1703 FOR MAIN MD S ERVICE COVER REQUIREMENTS 7 MAJNS AND SERVICES SHALL BE TESTE D AND PURGED PER PSE GAS OPERATING STANDARDS 2521 =D. n2S AND 2525 1200. AND PSE GAS FIELD PROCEDURE 4700 1 aw 8 PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION 9 INSTALL REPLACEMENT WINS PER PSE GAS OPERATING STANDARDS 2525 2 100 FOR INSERTIONS AND 2a2s — FOR ABANDONMENT OR DEAC`TVATION 10 PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS 2525 2 100 AND 2525 Wool 11 REMOVE OR RENDER INOPERABLE DEACMVAM D VALVES ON CNG WHERE MPE PIPE IS I NBERTED 12 INSIDE METER SETS SHALL BE MOVED OUTS DE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE GAS OPERATING STANDARDS 2575 0 AND 2560 17M 13 REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525 2100 AND 2575 0 14 REPLACE ALL 'NO RECORD' SERVICES AND 1-- PE SERVICES INSTALLED PRIOR TO I Des 15 ACMVE SERVICES TO BE REPLACED DENOTED BY: J� HOLE HOG TABLE CAL OUT Bpi I START LOCATION DEPTH LENGTH BIP2 END BP3 START BP4 END BPS START BPS END BP7 START BP8 END BP,9 START END END BIP11 START SP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BPlB END BPI9 START =BE G SI/Guyla Connors, by email a ..... .... BE g gul:' orm—pall.G. Co., .1 least four Working da u". Y8 be fare job start 11 any questions, call Guyla at b ........ ... I If 121-4.62�8.2.p STANDARD GAS CONSTRUCTION NOTES: 1 FIELD UDCATE ALL UNDERGROUND UTILIMES EXCAVATOR TO CALL 'ONEIALI TWO WORKING DAYS PRIOR To TOCONSTRUCTION,INWESTERNWASHINGTONCALL 1-24-Sees ORCALLNAMONWIDE all 2 NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REWIREMENTS) I ALL CONSTPUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES EROSION AND SEDIMENT C NTROL SHALL BE PER PSESTANDARD PRACTICE 015032M TECHNIQUES MR TEMIPDRARY ERMION AND SEDIMENT CONTROL AND ANY ADDIMONAL LOCAL JURISDICTION REQUIREMENTS B NO11 PROPERTYOWNERSADJACENTTOPR PCIEDCONSTRUCTION ACTIVITIES A MINIMUM OFTWOWORKING DAYS P p RIORTO EGINNINGCONSTRUCTION USE III TO DI—BUTE FLYERS IF JOB IS LARGE, OMAERNSE HAND DEUVERIF ERB BE SURE TO INCLUDE THE USTOF FREQUEN—ASKEDGUESnOlIS AND INFORMATION ABOUT THE OPPORTUNITY To PU CHASE AN EXCESS FLOW VALVE MEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 250 1 WO ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE 9 ANY CHANGE IN ROUTE. PIPE SIZEMPE, ME -IN METHOD OR ADDITIONAL MA! N FOOTAGE MUST BE APPROVE. BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE I C PLETE 'PIPE CONDITION REPORr ON ALL METALLIC PSE FACIUMES CHECK BOX ON REPORT FOR WIFE BOX ITES LEAD) INSTAd-LATION 8 feettifit! MA)MR5,AIND IMAIRNII SIGN11 INLMJL IR MIALL90APO ABCORMD OV THE CoNTwtOR Pink Pgt 0" OPERATING STANDARD 2525 2- 9 INSTALL WIN VALVE OUTOF TRAFFIC WHERE POSSIBLE VAINE MARKERS SHALL BE INSTALL D AND RECORDED BY THE CONMRACTOR PER PSE GAS OPERATING STANDARD 2525 2600 FOR ALL HP V"VES IF THE LOCAMON IS NOT AtAOILY AOCtStME AAlD FM ALL VAV13 V*Cft 0151=111i IMOWF� "Y OISCME THE VALW BOX 10 TO PREVENT ACCIDENTAL OVERPRESSURE OP ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE 11 SYSTEM MAOP DENOTED BY 12 GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED 13 RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION PIRGEPI I ANIPREIIURE TAPI TOIE INSTALLED PER PIE -1 OPE—NG STAN—DI 2121111, AND 2121121 18 IF METALLIC PIPE IS IINJOLV D,COORDINATEINSTALLATIONWITHCPTECH �AmsoN I PHONE 425�7861 17 NOTE ALL ACTUAL FOC�TAGE. LOCATION AND MATERIAL CHANGES ON THE AS-BUII-T IN RED DENOTES rooTAGEDEINAT"Inmew, is EXCESS Fl. VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER Gas 2NO 22w (RECORDALL INFORMAnON ON - CARD) FIELD NOTES: A" DILIPCNT ANDOMP"ll, SMALL ME REIMO PIA SCOPE OP WORK 2 N—PROJECTMANAGE IF ADDITIONAL DUPONT ANDIOR — MATERIALS ARE FOUND DURING CONsrRUCMON. *.OLUDMAtmuvoNOTKC�Cig*PO*tfs SAP BATCH YEAR & FOOTAGE SEE OF RETIRED MAIN MATERIAL RETIRED ORIGINAL JOB IRIGINAL C MAR P PR P E LEN TH OF IMmutle"T ACTUAL LENGTH OF RETIREMENT 1 " STW 229' 2- STW IS PROJEC CONTACT INFORMATION: CONSTRUCTION QUESTIONS: CONST MANAGER: DAVID LIMA CELL: 206-396-0691 EMAIL: david.lima@pse.com FOR MAIN DESIGNS REALIGNMENTS - FIELD DESIGNER SHALL BE CONTACTED: FIELD DESIGNER: DAVE MATULICH CELL'425-214-3020 EMAIL: david.mahilich@pse.com BILLING QUESTIONS: PROJ MANAGER: JEFF ANDERSON CELL: 425-417-1764 EMAJL: left andersixi2@p6a com LEGEND Detoll Number Sheet Location of Detail (a do sh if on some sheet as the Plot Plan) IkC'Section Letter . Location of Section KEY TO SERVICE ACTION T&T TEST & TIE SERVICE REPLACE COMPLETE SVC T&T REPLACE STUB AND F =-_1 TEST & TIE EXTENSION FITTER'S CHECKLIST (CHECK B-TOCONFIRM COMPLETION) 0 1.�,..�SI.I.�PEpiNprGOS24Wl4W.M2�l50) D R �pIWdIIsA.1eS Q Q D L. Ill. -r, a— in . .1— M See —old— r—ar. S-p—_ F_ haleia - i co.",,Y: aftes— co.— De.- 468o will Ind Servioe Ird MSA Die Reg I FT HP I clMSA SVC Retire R.H.—I, atenegat, C.U" latmsaluw. Momga,. J EFF ANDE RION C.IlPh — 42�17.1764 E-Maii. *Iff.rd - — - 2@p. "Local,. Raw a, Yes 0 No D I' "' ..Flagging Required" Yes [] No C] BYPASS INSTRUCTIONS: NOTIFY PSE PLANN ING 2 WEEKS BEFORE START OF CONSTRUCTION DATE BRENDA WAGNER GAS SYSTEM PLANNING 425-462-3931 REQUEST FOR BYPASS SIZING: PLEASE INCLUDE THE JOB NUMBER, ADDRESS, PLAT & OP NUMBERS. CALL BRENDA WAGNER BEFORE CONSTRUCTION TO CONFIRM. Vicinity Map NIA 0 (0 00 401 - -0 RK— SITE Ownerl Developer Contact Info NIA NIA NIA ATTIN N/A NIA ffi.. at cael-d- h la FEE (M55773) CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG --WI 'a. 1-1— —.1—T.I. ESTATElEASEMENIT 1PERMIT REV# DATE BY [DESCRIPTION [FUNCTION CONTACT PMM NO DATE MOP ANDERSON Q5304MM 1PROUECT ENGR - GAS IDRAWN BY I EVOULAN Is .5.0 10"VA(CTIR . 244M2 4 SYSETOP CPAPPROVAL I KA4504 415,1611301 MAP PLAT MAP JPC APPROVAL I ?ODOM 161 OBB IMAPPING I I JOINT FACIUnE$ ARRANGEMENN NIA �IA I NIA tLIA N/A /A NfA it NIA * PWET "JND ENEWY DESIGNED BY PSE STW PIPE REPLACEMENT 19229 86TH AVE W EDMONDS. WA BB026 Niar 192ND ST SW 1/2" 192-S 1969 I WN 17-E LU (0 6' 0 7-� 193RD PIL SW 14— -41 _T WINDOWS CUT DIMENSIONS PROPOSED EASEMENT PROPOSED PIPE 2" MPE IP MAIN 243-S CA(192ND ST SW) OR 2-S C/L ------- ----------------------- F, -a PVT DRIVEWAY DEACTIVATE IN PLACE EXISTING 1" STW IP MAIN S C/L ---------------- ---- - ---------------- ai 0 PLOT PLAN SCALE: 1 " = 20�0" TEE SVC 1/2"X5/8" PE OUTLET (2) 20# ANODE (GAGE TEE) BRING WIRES UP IN TA BOX S CA & ___'E CA s CA & ---'E CA STOPPER 1"X150 SHORT 240-S CA & 16-E CA ---'s CA & ---'E CA TEE CA 3H ORT ' /L E CA WELD TIE-IN: 241-S CA & 16-L CA ___'S CA & ---'E CA TEE 2"X2" INLINE WELD 243 . S CA & 16-E CA 'A CA & ___'E CA WELD TIE - IN, 247-S C/L & 16-E C/L _'S CA & ___'E CA STOPPER 1"X150 SHORT 248-S C/L & 16-E CA ___'S CA & ___E CA TEE SVC 1/2-X5/8" PE OUTLET (BYPASS TEE) 'S CA 'E CA TEE SVC 1/2"X5/8" PE OUTLET (GAGE TEE) ___'S CA & ___'E CA DETAIL VIEW TRANSITION FITTING 2" MPE 243'S CA & 20'E CA ___'S CA & ___'L CA CP WIRE #10 TEST LEAD & CP TEST LEAD BOX COMPLETE ___'S C/L & ___'E CA I SEE DETAIL 2 FOR I END OF MAIN CAP 2'. MPE 2-S PAV CA & 242-E MA ___. N PAV CA & ---'E MA CP TEST LEAD BOX COMPLETE (BRING WIRE UP IN BOX) --- N PAV CA & ___-E M/L MAKE VERTICAL OFFSET IF NEEDED TO AVOID CROSSIBORING OF EXISTING STORM DRAIN LINE. TEST LEAD WIRES CP TEST LEAD BOX EX. STORM DRAIN LINE TRACER WIRE PROPOSED PIPE 2" MPE IP MAIN 243'S CA(192ND ST SW) OR 2'S CA EX. 2" STW IP 20'E Co TEE 2"X2" INLINE WELD LID 243-S C/L & 16-E CA A ELBOW 2"X90* MPE 243-S CA(192ND ST SW) 22-E CA D(---') ---'s CA & ___'E CA L2 ELBOW 2"X90' WELD 243'S CA & 16-E CA ELBOW 2"X90' MPE 246'E D(--') S CA ___'�E CA 243-S D(---') CA(192ND ST SW) 22-E CA DETAI VI DETAIL VIEW ___'S CA & ___'E CA TRANSITON FITTING 2" MPE Scale: NTS IT 243 S CA 20-E CA _j L L > 111 -1 C L� r- At N_ UL05-54AI&S. 20' 30' 6' t4 Al tj -1/-v W A 1A I Aj 1 K v IA,\ 51 HontzsAI 9' SOIL r— I 9' SOIL s... . . . . . . . . Ii,) b_(Ll ICA L b ePAaAliv,1114 f "!A. 'J's o A Is 01 ILI 'v o o .0, A < X 50' ROW ROADWAY CROSS—SECTION >� -cc) PROPOSED PIPE 2" MPE IP MAIN 243-S CA(192ND ST SW) OR 2-S CA ___-S CA DEACTIVATE IN PLACE EXISTING 1" STW IP MAIN P 5's TEE SVC 1/2"X5/8" PE OUTLET (BYPASS TEE) ___ . S CA & ___'E CA TEE SVC 1/2"X5/8" PE OUTLET (BYPASS TEE) ---'s CA & ___'E CA STOPPER 1"X150 SHORT ___'S CA & ___'F C/L PROPOSED PIPE 5/8" MPE BYPAS-S LEGEND Detail Number ti— FVCW"d* Wow dig 1-605-CALL PSE 5!2_�SMJ <Sheet Location of Detail KEY TO SERVICE ACTION M .. W. JEFFANDERSON CALL 611 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG C.IlPh - 42�17.1764 (a do Sh if on same sheet E-M.0. jffd.2@p. —.1 10 a. the Plot Plan) T&T TEST & TIE SERVICE "Locates Requied" Yes 0 N.0 REAL ESTATE&ASEWNT PERN" fl,g9mg R,qui,d" Y,s [] NOO REQUIRED EDMONDS Section Letter 11�s,heet REPLACE COMPLETE SVC T&T REPLACE STUB AND DATEj Location of Section I M TEST & TIE EXTENSION COUNTY FITTER'S CHECKLIST (CHECK BOX TO CONFIRM COMPLETION) SNOHOMISH C] 0 R mod _ Iwd wh sll ... sl�,, w1s. 114 SEC OP IA Q OKI _,*uos uIlUtIES F—ft3w-- CONTACT ET CUND ENEWY 4111110611011 DESIGNED BY PSE lllllllls�'�Fj 4,1, M-Y*M YZ M� VA 4 )ON 1 IPLAI SYSffTOPM MAP 1 18 jr-PAPPROVAL + ��OVAL PING JOINT FACILITIES ARPANGEMEMT3 WA NIA NA WA NIA NIA N/A STW PIPE REPLACEMENT 19229 86TH AVE IN EDMONDS, WA 98026 SAP Sup ONI,, Nbr 109103263 1'=20' PUNCTM CONTACT PHONE NO DATE PROJECT MOA 1ANDERSON 121-1-06 EMOR -GAS 64244420 f1fa=11 co CATCH BASH A THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATION EFFECTIVENESS. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS USE STAPLES OR WIRE RINGS TO ATTACH FILTER FABRIC TO WIRE FENCING. FILTER FABRIC MATERIAL, AIRAFI IOOX OR EQUAL 2'x 2 ". 14 GA. WELDED WIRE FENCING OR EQUAL. 3- - 1. 2 16' 48'0.C.(TYP) i-.4- DOUGLAS FIR NO. 1 GRADE OR EQUAL ELEVATIO Iwo 64�* X�wo. -UNKI OW-- -- CO INLET PROTECTION EXIST PAVED STREET NO SCALE NEWLY GRADED OR DISTURBED SIDE SLOPE 20 GA. WIRE TIE r12' BACK ///--3/a3/4' MIN. WASHED GRAVEL 2' 1- UNDISTURBED GROUND "\,-BURY FILTER FABRIC IN A 8" x 8" GRAVEL -FILLED TRENCH SECTIO SILT FENCE DETAIL NO SCALE GENERAL Ra USE RESTORATION REQUIREMENTS (8-910 1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY CONSTRUCTION, PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE REQUIRED EVERY 50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER. 2. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY FLAGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING DAY. APPUCATIONS FOR TOTAL ROAD CLOSURES MUST BE FILED WITH THE CITY OF EDMONDS FOR REVIEW AND APPROVAL 4. EXISTING DRAINAGE DITCHES, CULVERTS, ETC., SHALL BE KEPT CLEAN AT ALL TIMES. TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE CONSENT OF THE CITY OF EDMONDS ENGINEER. ANY DRAINAGE CULVERT, CATCHBASIN, MANHOLE OR OTHER DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHALL BE REPLACED WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE CITY OF EDMONDS ENGINEER TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILITIES. 5. GRAVEL SHOULDERS DISTURBED BY EXCAVATION SHALL BE SHAPED TO CITY STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES COMPACTED CRUSHED SURFACING TOP COURSE. 6 IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO THE PbINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND CLEANUP SHALL BE PROMPTLY ACCOMPLISHED. 7. ALL PIPE OR OTHER MATERIAL STORED ALONG COUNTY RIGHT-OF-WAY MUST BE PLACED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A MANNER AS TO AVOID FALLING ONTO THE ROADWAY. 8. NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CITY RIGHT-OF-WAY. ANY SUCH MATERIAL DUMPED ON PRIVATE PROPERTY MAY REQUIRE A GRADING PERMIT. VERIFICATION WITH CITY OF EDMONDS PLANNING & DEVELOPMENT SERVICES IS REQUIRED. 9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION WITH A POWER BROOM OR OTHER APPROVED MEANS. 10. NO OPEN CUT CROSSING OF CITY ROADS OR STREETS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER & CITY OF EDMONDS. 11. MAXIMUM AMOUNT OF OPEN TRENCH IN ROADS SHALL BE 400 LINEAL FEET. AT THE END OF EACH DAY, ALL DITCHES MUST BE BACKFILLED OR COVERED WITH STEEL PLATES AND BARRICADED WITH FLASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS FROM FALLING INTO THE TRENCH. 12- FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS, CLEANING OF DITCHES, CULVERTS AND CATCHBASINS, AND REMOVAL OF LOOSE MATERIAL FROM BACK SLOPES OF DITCHES SHALL NOT EXCEED 1500 LF. BEHIND EXCAVATING OPERATIONS OR AS REQUIRED BY THE ENGINEER. TRENCH NOTES: 1. LONGITUDINAL TRENCH - PER CITY STANDARD DETAIL E2.3. 2. EXISTING PAVEMENT. 3. NATIVE MATERIAL, BANK RUN GRAVEL, CSTC MAY BE REQUIRED BY THE ENGINEER. 4. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER CSS-1 & SEAL WITH HOT ASPHALT CEMENT. 5. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX, ATE, OR STEEL PLATES. 6. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS. 7. COVER DEPTH OVER UNDERGROUND UTILITIES SHALL CONFORM TO FEDERAL AND STATE REGULATIONS. 8. TRENCHES IN CONCRETE PAVEMENT SHALL RE RESTORED USING TIE BARS OR DOWEL BARS IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS. SEE TEXT SECTIONS B-02, 8-04. 8-05. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -CURRENT INTERNATIONAL BUILDING CODE (IBC) -2012 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION). 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN 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 "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLEFION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL, 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8' CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOGRAPHICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE BY: CITY ENGINEERING DIVISION 16. ALL REQUIRED STORMINATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION mm 10 INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. IS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS, 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING. AS REQUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. CITY INS ECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. P,.j_t M ... g., F,, Wds below dW 1.800_CALL FEE (U55773) M-ge,. JEFF ANDERSON CALL 611 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG Cophene 4?5�17-11641 E-M.H. 11 ,d.mn2@p,, 1. 1-1- 1- 1-- "L .. 1,9 Required" Yea C1 N. [I IREAL ESTATE&4SEWNT IPERMIT ....... I "Flagging Required" Yea 0 N.0 I REV# I DATE Sy DESCINIPTI01 FUNCTION ��=�A 1 PHONE 1PROJECT MOR I IFINGIR - OAS I JORAWN BY IEVOLIANSKY11 425-424-641A 1�1 11-1- - I J NIALM 1 4-4-21 11-01M SNOHOMISH 4 ll"OTOPM ICP APPROVAL KANWN 1 425-701�1307 1"4 SEC jop"AP 1PLAT mw PC APPROVAL SW1827� 160(386 181068 [1AkPP1NO Uyll N�A CONTACT! �A FA WA NIA PHOKNI NIA I N/A NIA N/A SAP Sup Order Nbr PUCEr STVV PIPE REPLACEMENT 1091OB263 =ND 19229 SSTH AVE W um;71ng NU,b,r ENERa EDMONDS, WA BB026 SCALE PAG f FEE NTS 31 BMPCI03;HlahVI.ibil,'tyPt-lic�,AA.taIF—ce il� Purpose: Fencing is intended to: (1) restrict clearing to approved limits; (2) prevent disturbance of Sensitive areas, their buffers. and other areas required to be left undisturbed: (3) limit construction traffic to designated construction entrances or roads; and, (4) protect areas wir.re marking with survey tape may not provide adequate protection. Conditions of Usa: To establish clearing limits, plastic or metal fence may be used At the boundary ofsensifive areas, their buffers, and other areas required to be left uncleared As necessary to control vehicle access to and on the she. Design and Installation Specifications: High visibility plastic fence shall be composed of a high -density polyethylene material and shall be at least four feet in height Posts for the fencing shall be steel or wood and placed every 6 feet on center (maximum) or as needed to ensure rigidity. The fencing shall be fastened to the post every six inches Wth a polyethylene lie. On long continuous lengths offencing, a tension wire or rope shall be used as a top stringer to prevent sagging between posts. The fence color shall be high visibility orange. The fence tensile strength shall be 360 lbs /it using the ASTM D4595 testing method. Metal fences shall be designed and installed according to the manufincturer's specifications, Metal fences shall be at least 3 feet high and must be highly visible. Fences shall not be wired of stapled to trees Maintenance Standards: If the fence has been damaged or visibility reduced, itshail be repaired or replaced immediately and visibility restored @MLqX3�AIrsWWaftI6 Purpose: Strawwattles am temporary erosion and sediment control hamers consisting ofstraw that I. wrapped in biodegradable tubular plastic or similar encasing material. They reduce the velocity and can spread the flow o�,ril.lmrcll sheet runoff, and can capture and retain sediment. Straw wattles are typica y to 0 inches in diameter and 25 to 30 feet in length The wattles am ple ced in shallow trenches and staked along the contour of disturbed or newly constructed slopes See Figure A for typical construction details. Conditions of Use: Disturbed areas that require immediate erosion protection. Exposed soils during the period of short construction delays. or over winter months On slopes requiring stabilization until permanent vegetation can be established Stowwawn M offecoss, for me to we Sansone, If conditions are appropriate, wattles can be slaked to the ground using willow cuttings for added revegalation. Filling can occur beneath moles if not properly entrenched and water can pass between wattles ifirat tightly abutted together. Design and Installation Specifications: It is critical that wattles are installed perpendicular to the flow direction and parallel to the slope contour Niumis bench" should be dug across the slope an contour to a depth of 3 to 6 inches on .,., soils :nd soils with gradual slopes On loose soils, steep slopes, and areas with high rainfall, th branches should be dug to a depth of 5 to 7 inches, or 112 to 2/3 of the thickness of Me watti.. Start building branches and installing wattles from the base of Hie slope and Work up. Excavated material should be spread evenly along the uphill slope and compacted using hand famping or other methods. Construct branches at contour Intervals of 3 to 30 feet apart depending on the steepness of the slope, son type, and rainfall The steeper the slope the closer together the trenches Install the wattles snugly into the branches and abut fightly end to end Do not overlap the ends. install stake.,att.each end of the wattle. and at 4-foot centers along entire length ofwattle I required, in 11 pilot holes for the stakes using a straight bar to drive holes through the wattle and into the soil. At a minimum ' wooden stakes should be approximately 3/4 x 3/4 x 24 inches. Willow cu tongs or 3/8-Inch Taber can also be used for stakes. Maintenance Standards: Stakes should be diiven through [he middle of the wane, leaving 2 to 3 inches ofthe stake protruding above the "to*. Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, especially after significant rainfall on steep sandy soils. Inspect the slope after significant storms and repair any areas where wattles are not fightly abutted or water has scoured beneath the wattles BIAPC123;PtnticC�ating 4� Purpose; Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas Conditions of Use: Plastic covering may be used on disturbed areas that require cover measures for less than 30 days, except as stated below: - Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-term (greater than six months) applications. Clear plastic sheeting can be used over newly-seedled areas to create a greenhouse ffect and encourage gra a growth lithe hydroseed was installed too late in the season to slablish 75 percent grasss cover, or lithe wet season started earlier than normal Clear Plastic should not be used for this purpose during the summer months because the .... Ifing high t.intreiratums can ull the gmas, - Due to rapid runaff caused by plastic sheeting, this method shall not be used upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. - Whenever plastic is used to protect slopes, water collection measures must be installed at the base of the slope These measures include plastic -covered berms, channels, and pipes used to covey clean rainwater away from bare soil and disturbed areas At no time is clean runoff from a plastic covered slope to be mixed with dirty runoff from a project Plastic covering may also be used for: Temporary ditch liner; Pond liner in temporary sediment pond; Un: for bermed temporary fuel storage area if plastic is not reactive to the type of fu being stored; Emergency slope protection during heavy rains; and, Temporary drainpipe ("elephant trunk") used to direct water. Design and Installation Specifications: Plastic sheeting shall have a minimum thickness of 6 mile (0.006 inches. or 0 15 mm) Plastic slope cover must be installed as follows Run plastic up and down slope, not across slope; Plastic may be installed perpendicular to a slope if the slope length is less than 10 feet; Minimum of 8-inch overlap at seams; On long or Aide slopes. or slopes subject to wind, all seams should be [aped; Place plastic into a small (12-inch wide by 6-Inch deep) slot trench at the top of the slope and backfill wilh soil to keep water from flowing underneath; - Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and pound a moden stake through each to hold them in place; - Inspect plastic for rips. team, and open seems regularly and repair immediately This prevents high velocity runoff from contacting bare soil which causes extreme erosion; - Sandbags may be lowered into place tied to ropes. However, all sandbags must be staked in place. - If erosion a[ the toe of a slope is likely, a gravel berm, riprap, or other suitabl! protection shall be installed at the toe of the slope in order to reduce the velocity of runoff Maintenance Standards: Tom sheets must be replaced and open seams repaired. Ifthe plastic begins to deteriorate due to ultraviolet radiation, it must be completely removed and replaced - When the plastic is no longer needed. it shall be completely removed STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 19229 86TH AVE W, EDMONDS, WA 98026 SIMP C220: Storrri Drain Inlet Protect" 4� Purpose: To prevent coarse sediment from entering drainage systems prior to permanent stabilize bon o I IT a disturb ad area. Conditions of Use: Wh ere storm drain inlets a IS to be me de operations I be fore perma nent ate bilization of the disturbed drainage area Protection should be provided for all storm drain inlets downslope and within 500 feet of a disturbed or construction area, unless the runoff that enters the catch basin will be conveyed to a sediment pond or hap. Inlet protection may be used anywhere to protect the drainage system. It is likely that the drainage system will still require cleaning. Design and Installation Specifications,. Catchlbasin filters Catchbasin filters should be designed by me manufacturer for use at construction ailes The limited sediment storage capacity increases the amount offinspecdon and maintenance required, which may be daily for heavy sediment loads The maintenance requirements can be reduced by combining a calchlbasin lifterwith anothertype ofinI.1 protection, This type ofinlet protection provides now bypass without overflow and therefore may be a better method for inlets located along active rights -of -way 5 cubic feet of storage Dewatering provisions High -flow bypass that will not clog under normal use at a construction site. The catchlbasin filter is inserted in the catchlbasin just below the grating, MWANOMOD StWAUdg: Catch basin offers should be inspected frequently, especially after storm events. It the insert becomes clogged. it should be cleaned or replaced For systems using stone filters: If the stone filter becomes clogged with sediment, the stones must be pu, led away from the inlet and cleaned or replaced. Since cleaning of gravel at a construction site may be difficult, an alternative approach would be to use the clogged stone as oil and put fresh stone around the inlet. Do not wash sediment into storm drains while cleaning Spread all excavated material evenly over the surrounding land area or stockpile and stabilize as appropriate. BMP C152; Savircutilling and Surfacing Polluticis Prevention 4� Purpose: Sawoutting and surfacing operations generate slurry and process water that contains fine particles and high pH (concrete cutting), both o[which can violate [he water quality standards in the receiving water This BMP is intended to minimize and eliminate process water and slurry from entering waters ofthe State. Conditions of Use: Anytime sawcutfing or surfacing operations lake place, these management practices shall be ublized, Sawcutting and surfacing operations include, but am net limited to, the following: Sawing Coring Grinding Roughening Hydro-clemolition Bridge and road surfacing Design and Installation Specifications: Slurry and cuttings shall be vacuumed during cutting and surfacing operations Slurry and cuttings shall not remain an permanent concrete or asphalt pavement overnight Slurry and cuttings shall not drain to any natural or constructed drainage conveyance Collected slurry and cuttings shall be disposed of in a manner that does not violate groundwater or surface water quality standards Process water that 1. gereirsted d—ng hydio-demobbon. surface roughening or wrndril 0-11... 1h 'Ir net diaxi to any milumf of constructed drainage conveyance ordshall be disposed of in a manntr that does not violate groundwater o, surface water quality standaids Cleaning waste material and demolition debris shall be handled and disposed of in a manner that does not cause contamination of water Ifthe area is swept with a pick-up sweeper, the material must be hauled out ofthe area to an appropriate disposal site Maintenance Standards: Continually monitor operations to determine whether slurry, cuttings, or process water could enter waters of the state. If inspections show that a violation olwater quality :tandards could occur, stop operations and immediately implement preventive measures uch as berms, healers, secondary containment, and vacuum trucks. The following narrative addresses the 12 SWPPP elements I - PRESERVE VEGETATION/ MARK CLEARING LIMITS InfiraSource's project limits will be delineated by construction cones when working on impervious surfaces High visibility plastic fence(HVF) or slit fence will be used while working in soft surface areas ZA] areas required to be delineated will be marked prior to beginning of any land disturbing activities. delineating HVF will be removed once construction in the area is complete. An construction activities consist of disturbing earth. to accommodate the installation of a FEE Gas Pipe Facility by my of a trench. Absolutely no grading or clearing will be involved All work will remain within hard surface roadway or roadway shoulder while with in the Right of Way. Work limits are determined by the approved Traffic Control Plans submitted with the Snohomish County Right of Way Permit. Sections of this work may proceed outside of the Right of Way, at which point all work limits vAll be defined Wth HVF Absolutely no natural vegetabon will he impacted during our construction. There are no Critical areas within our project limits seat M ... gmnt Practices (BMP*) to be used BMP C1103: High Visibility Plastic Fence 2 - ESTABLISH CONSTRUCTION ACCESS Because this work remains in the roadway, and will be phased in lengths of200'each day, there will not be the need to establish a specific construction access NorvAll there be the need to implement any BMP's In cases where construction will proceed onto a undeveloped plat, the established construction access built by the General contractor an site will be utilized Best Management Practices (ShIps) to to use None 3 - CONTROL FLOW RATES Construction will not be encountering any channels or swales. No BMP's to control water flows will be necessary. Please see Element 4 for BMP's related to sediment flow control Beat Management Practices (Ohlossl to be u"d: None 4 - INSTALL SEDIMENT CONTROLS Accumulated sediment will be removed from the site with the aid of BMPs listed below, at the locations shown on the SWPPP plan least Management Piactic- (EIMP� to be used: BMP C235: Straw Wattles 5 - STABILIZED SOILS The only soil stabilization necessary during our project will be to cove, our stock plies. Plastic covering on top and below the stock pile will be implemented Straw wattles are sometimes used around the stock piles it they are on the soft shoulder near the roadway. Seat Management Proelleat MAIN) to be Used: BMP C123: P astic Covering BMP C235: S=Watties 6 - PROTECT SLOPES No slopes will be constructed or impacted during our construction. No BMP's will be necessary. Best Murriai,menit Practices HSMPSI to be used None 7 - PROTECT PERMANENT DRAIN INLETS There are permanent drains near or in the project limits BMP's will be implemented prior to start of construction Best Management Practices (811.1ges) to be used, BMP C220: Storm Drain Inlet Protection 8 - STABILIZE CHANNELS AND OUTLETS Our project will not encounter any channels or outlets No Bi will be necessary Beat Management Practices (Bi to be u4ed:7 None 9 - CONTROL POLLUTANTS Any and all chemicals. liquid projects, petroleum projects, and other materials that have the potential to pose a threat to human health or the environment will be covered, contained and protected from vandalism We will keep all such products either in a locked Imiler or a locked leak proof container. Any heavy equipmentivehicles will only be onsite tempairadly. Any sp will be cleaned immediately If any restoration requires fertilizers and pesticides. it will be applied per the manufacturers' label requirements for application rate and procedure.. No pH modifying sources such as cement kiln dust, fly ash, concrete washing treatment, curing waters, etc are anticipated; IF however they are, we will contain and/or remove the polluted substance from the site per manufacturer's recommendations. Any saw cutting will follow EMP C152 Beat Managlemerd Istacboes IBJAPO used, BMP C� 52: Saw cutting and Surfacing Pollution Prevention BMP C 53: Material Storage. Delivery, and Containment 10 - CONTROL DEWATERING There will be no need for any dewatering during our construction Best P14COCO. (8141P.) 1. be used None 11 -MAINTAIN BEST MANAGEMENT PRACTICES BMPs will be inspected and maintained during construction and removed within 7 days after our project is finished and the County Inspector is satisfied 12 - MANAGE THE PROJECT This SWPPP will be implemented at all times The Erosion control BMPs will be implemented in the following sequence: 1 Mark the project limits 2. Install protection for existing drainage systems and permanent drain inlets 4. Establish staging areas for storage and handling polluted materials and BMP's 5. Install sediment control BMP's if necessary 6 Maintain BMPs until project is complete and site is stabilized, at which time they may be removed. PLEASE SEE CONSTRUCTION PLANS FOR SWPPP NOTES AND ALL LOCATIONS FOR EMPS TO BE UTILIZED ALL BMP'S ARE INDICATED ON THE PLAN IN THE FOLLOWING SYMBOL General SWPPP Notes: This project is covered under the small project SWPPP requirements Construction Phasing will proceed day by day, limited to approximately 200 linear feet each day All BMP's will be implemented at [he beginning of the day prior to any construction activities AIIBMP'. will be removed at end of day after site is stabilized Construction Crew will always make an effort to divert runoff away from exposed areas wherever possible This SWPPP is NOT limited by the BMP's illustrated in this drawing A CESCL will always be available to advise a more appropriate or additional BMP's when necessary, An Stock Piles will be held within the project phasing for that day's work P.f-I Man.g.rC.ma.1 Inf—Ii— Fwoo,,Uiois bbw dal I-64"ALL PSE M5.57") M—g., JEFFANDERSON CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG CaliMans 426417-170 F-WL THIS 1 NOT TO N� N `11 M 1ccAT11N 11 —No 1ACUTIES R ... i-d" Yes [I NO [I I ItEft MAI EFEASEANEW 1PERNgT Flagging Required" Yes 0 NO El RM DATE by loncon" IFUNCMR I CONTACT I PHONE NO DATE IPROACT MOR I JANDERSON 1 42-539S-6006 EWQR - GAS ID"wN BY I EVOLIANSKYI I 4Z42444- 1--tu UY I J MALM I `, [1�la I SNOHOMISH I 1 1 3Y89TOPM 1 CP 2Z�O�AL 1 KAMM" 1 425-766-1307 It" SEC IPLAT MAP 1 M [PUCAP VAL sw 1&2� lop 7160 M is h M I I I I N/A *PUCEF STW PIPE REPLACEMENT SOUND 19229 UTH AVE W ENERGY EDMONDS, WA 9BO26 DESIGNED BY FEE WA 1A SAP Sup Order Nit, 109108263 unwring 9CAL E NTS A —4 t4r-' V V F D A,, - R F —f*-4, V=0- 77 201B B 2 12018 BUILDINGROW PERMIT NO.: ENG JILDING ISSUE DATE: ,tA1c—.1 990 RIGHT-OF-WAY CONSTIZLICTION PERMIT APPLICATION PROJECT NAME: 109108263 CONTRACTOR: PSE/Infrasource Mailing Address: 1660 Park Lane, Burlington, WA 98233 StateLicense#: INFRASL871C2 City Business License #: N R-023614 CONTACT: Sue Sidick Phone #: 425-457-6353 Fax #: Email#: Susan.Sidick@pse.com El Liability Insurance [] Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 19229 86th AVE W ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: F] Commercial 0 Subdivision [:1 City Project 0 Traffic Control (Only) F] Multi -Family X Single Family F1 Other F-1 EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit pail of a blanket permit? 0 Yes [*1 No I ANY ASSOCIATED PERMITS? BLD#- ENG#- - I DESCRIPTION OF PROPOSED WORK (Be Specific): Work area is approx 243' S c1l of 192nd ST SW & 16'E c1l of 86th AVE W to tie into 2" stw main install 237' of 2" pe main in private road reconnect service to houses 19213,19229,19217 & 19223 86th AVE W (1) 14x10 ' cut in asphalt anticipated. WAS STRE ET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES [-] NOEJ Ye PAVEMENT CUT: 0 Yes F No If yes, indicate size of cut: 14 X10 CONCRETE CUT: El Yes F No If yes, indicate size of cut: x RIGHT-OF-WAY AREA CLOSURE TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SIT APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards, All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity. The Applicant has signed an application which states helshe hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. 2/20/2018 SIGNATURE r DATE C(�ntractor �r_kje6nt NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE