The URL can be used to link to this page

ENG20170417-APPROVED PERMIT.pdf01: Ebtit CITY OF EDMONDS N 121 5TH A VENUE NORTH - EDMONDS, WA 98020 o PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20170417 Permit Number: ENG20170417 Expiration Date: 05/08/2017 Job Address: 21010 76TH AVE W, EDMONDS Location: 21000-21200 76th AVE W APPLICANT PSF/In fras ource CONTRACTOR P SE/Infraso urce GO Susan att: Sidick C/O Susan att: Sidick 1660Park Lane 1660 Park Lane Burlington, WA 98233 Burlington, WA 98233 (425)457-6353 LICENSE 4: infrasl871 c2 EXP:02/22/2019 0 DLSCRIPTION To replace 700' of 2" STW main W 4" pe & test & tie services. HDD or Open trench method of installation. New gas main to lay west of the e)asting. DISRUPTION INFORMATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 ) PARKING: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0 00 ALLEY: ( OXO 1 DURATION IN MONTHS: 0 FEE: $0.00 INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorney fees by reason ofgranting this permit. THECONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONEYEAR FOLLOWING THEFINAL INSPECTION AND ACCEPTANCE O F 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 are required with the permit application. CALL DIALrA-DIG (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT.1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS -APPLICATION APPROVAL THIS APPLICATION IS NOTA PERMITUNUL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACE PROVIDED Printed: Monday. November 06, 2017 U)aq_,� ///(/20/7 RELEASED BY DATE ❑ FILE COPY ❑ INSPECTOR COPY APPLICANT COPY STATUS: ISSUED ENG2O170417 • 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. • PSE gas main to be placed west of the existing main. Gas line is cross beneath the curb/gutter not run extended distances beneath the curb/gutter. Gras must be installed at a minimum 3' of coverage and have minimum vertical separation of P from city utilities as well as 5' horizontal separation where possible as approved by the city. • Verify clear bore crossings. All crossings will need to be exposed. • 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. • - A pre -construction meeting with city PM Jaime Hawkins (425 754-4106) is required with PSF/Infrasource construction lead. • Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. • Applicant shall repair/replace all damage to utilities or frontage improvements 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 fromthe noise limits ofECC Chapter 5.30 only during the hours of 7:00amto 6:OOpm on weekdays and 10:00am and 6:OOpm 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 ofhis or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless 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. INSPECTIONS • E-Pre-permit Issuance Inspection • E-Pre-con • E-Alignment Verification Inspection • E-Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: 20929IOU 4-S- lat 20925 +12 ul �r x: O�1 .k�'r isting 2" STW Main w/ 4" PE. Tie-in @ 76th" ' �"'" h St to 2" STW Main #68C-845, and @ 76th e :::x g T ;Arl h St to 6" STW Main #109098145. - 2i002 21039 7505 = 7434 7424°` d 7416s ax 21008 s� xl 21014 21010 �lsfl` -• 210M :c x ^eca ra 21.01.4 = 21021-21025 — xCa �sy Ya' 21026 :tr\ :c x _ ZI 1. 1121 21031 21034 �.. :a x 21110 - as �•• •c z Na 7631 a 21034 sc♦ 21105 7501-7505 7W9 741-57431 — •W i 7609 7407 An. x 7625 x�f ' OA 21121 -A �� - •s •4�FY Ie.•D s �� =`��1�T" �� PRINT ON 11X17" SHEETS ONLY MOM 03SO10 0* 00 00 PATH OF INSTALLA t ooR9 >INAtiV_ -c a lb F► c, 600ROL W i'M Grp of EflMeNDS ct"TRA-c.-rep- FoR -7ro-[K -sn-no t",v eL-r. �o w 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. 4. Sign size can be a minimum of 48" x 48" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m. 8. Work area will be 8', 21' WCL of 76th Ave W & from 619' to ' SCL of 208th St SW. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. 208TH ST SW 1 1 I I I 1 1 1 I 1 - 1 1 1 1 1 1 1 I 1 i 1 - I 1 I I 1 � i I I 1 1 1 1 1 1 1 O� Ni i o of 1 _ _ I I 1 I 1 1,171L 1,,rnfL1 111 11 1 o; N 1 I 1 � I 1 I I � 1 1 i i 1 I 1 � 1 1 I 1 1 � � I • 1 I . 1 •• 1 �= 1 I ' I ; � 1 i • 1 a 1 1 I 1 f i I a I PUGET SOUND ENERGY 1W Job#109107236 21014 76th Ave W, Edmonds, WA September 25, 2017 Sheet 1 of 4 ina.ustemchuk@pse.com (425) 424-6425 NQV3HV o )I2IOM 1 a` ob X PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100' FEET OF WORK AREA x ROAD o WORK Cy AHEAD l•-0ZM I 210TH ST SW t------ ----- 1�6--------- --------------- ---------------- I J lr7 1 c } Z M IN 1 _ a 1 1jT O � � ar i 1 M 1 - ,•a• I m a i 1 a: ; { . t KEEP , 1 1 1 I 1 1 N 0 io 0 0 W21-1701 n T78-A STEEL PLATE SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY Ww" M, i �. LEGEND 28" TRAFFIC CONE BORE PIT r� TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG ARROW BOARD CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40' 80 35/45 30 60 25/30 20 40 PRINT ON 11X17" SHEETS ONLY NQV3HV Na0M N CIV3HV OV08 o 1i2lOM Gd3HV aVON O 03solo KV1140W X � PLACE W20-1 SIGNS ON ALL I ADJACENT STREETS WITHIN 100' FEET OF WORK AREA X ROAD o WORK N AHEAD Resident(s) will be informed of temporary driveway closure Emergency vehicles will be allowed to pass construction zone. PATH OF INSTALLA 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. 4. Sign size can be a minimum of 48" x 48" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling I ; ; 1 1 1 I . 1 E I I I I i 1 1 1 I I I I T 1 1 1 I 1 1 1 i 1 1 1 I / I I 1 I 1 I 1 1 I I 1 1 I I c I I I I 1 1 ane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m. 71 8. Work area will be 21' WCL of 76th Ave W & from to ' SCL of 21 Oth St SW. ; 9. If used, place NO -PARK signs 72 hours in advance I of the day that the work is to be done. I ----------.----------------------J .. .... .�.. .... .... .... .... .... .. .. .... .... .... .... .... .... .... .... .... .. .. I . I . 1 •I. I 111;11 16:66�Q:Q —LJ I -------- --------------------------------------------- l.1.:1.1.14.4 I 1 PUGET- 1 1 I ' SOUND ENERGY Job#109107236 21014 76th Ave W, Edmonds, WA September 25, 2017 Sheet 2 of 4 ina.ustemchuk@pse.com (425) 424-6425 I 1 1 6-OZM ----- ; 1 1 Y 1 Q p Ill 1 tY �Q i 210TH ST SW - -- ------- ------ ; 1 I 4- 1 i I T 1 I I 1 I I 1 I I I 1 1 1 I I i L ; L C2 rn 2 D m 0 N Puget Sound Energy Traffic Control Supervisor: Ina Ustemchuk Card No. 010768 Card Exp.0613012021 ina.ustemchuk@pse.com (425)398-6063 A W21-1701 SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY LEGEND 41 28" TRAFFIC CONE BORE PIT TRAFFIC FLOW WORK VEHICLE I J► SIGN LOCATION WARNING FLAG ARROW BOARD CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 r rr S n— — — — — — — — — — zvee � r�rt 4C 212TH ST SW 1 1 I 4 i � OY3HN � N >RiOM i avoa o� � av�ra o N O Q�SOY� cV I cn :Ikk�4 ' � o I o N A N ' O1 N' ID T Y=;r STMPLATE ' P2 ONRQ�pWAY ' 1 - fTT m . I . SIGNS TO BE USED AFTER : } HOURS PRECEDING AREAS t (LANES) THAT HAVE PLATES i ON ROADWAY I+ - T- _ I _ PATH OF INSTALLATION 1 - gL6.Vt(Lf-0 AT9*1l*iur WZ-" ��tN7E7.SLc.-r1W. of i - orw T To Q-EdLVf_ T A?J O�X-M COU7Avl WORK 3 ' � � • ; AHFAD y ; � ♦ I 1<EN GR`iS-rA t_ A—r (-4.(vo) 73C1-18ti7, 10 tMS �' + QRln(Z TO 51,4,97i otr v3o2jF R9-3 M4-9b 0 o Y6a Va On ui p p11:11'g6-tiWm:'VII.}I:w- i o ----------------------------------------------- nlliia�a��lli " PRINT ON 11X17" SHEETS ONLY I 1 I I Puget Sound Energy Traffic Control Supervisor: Ina Ustemchuk Card No. 010768 Card Exp.06/30/2021 ina.ustemchuk@pse.com (425)398-6063 A W21-1701 PUGET SOUND ENERGY 1W Job#109107236 21014 76th Ave W, Edmonds, WA September 25, 2017 Sheet 3 of 4 ina.ustemchuk@pse.com (425) 424-6425 2 a -------- N � o �iaonn ovoa X PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100' FEET OF WORK AREA x ROAD o WORK N AHEAD 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. 4. Sign size can be a minimum of 481 x 48" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m: and 4 p.m. 8. Work area will be 21-23' WCL of 76th Ave W & from ' SCL of 210th St SW to CL of 212th St SW. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. ov • ti-cm us-OZM • • VL-OZM*n=Z<#3a0'-__152M -hM -- -- .� ��m G ..•� — •.�- •. ...... ------�J .. • i g.�..� ------ {f--------_ �f - - -------- -209' -z11-200--------------- --------------------- --- W20-1 \ % W4-2R \ V W20-7A b............ 212TH ST SW ROAK at+eaD C14 I I -------------------------------------- CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 LEGEND - ® 28" TRAFFIC CONE TRENCH TRAFFIC FLOW UNIFORMED f`�o'• POLICE OFFICER fT' FLAGGER WORK VEHICLE SIGN LOCATION WARNING FLAG ARROW BOARD 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. 4. Sign size can be a minimum of 48" x 48" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m. 8. Work area will be 23' WCL of 76th Ave W & from CL to 16' SCL of 212th St SW. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. I I ; I , I i ---------------------------- N QV3 M o 1iaOM avow N�� O 03SO N \I�/ 01 N 0 4 D 00 *0 00 I I I \1 I TV I y I I` 'm I I I G ; 1 i i PRINT ON 11X17" SHEETS ONLY W21-1701 r, SIGNS TO BE USED AFTER HOURS PRECEDING AREAS (LANES) THAT HAVE PLATES ON ROADWAY PUGET SOUND ENERGY Job#109107236 21014 76th Ave W, Edmonds, WA September 25, 2017 Sheet 4 of 4 ina.ustemchuk@pse.com (425) 424-6425 Puget Sound Energy Traffic Control Supervisor: Ina Ustemchuk Card No. 010768 Card Exp.06/30/2021 ina.ustemchuk@pse.com (425)398-6063 n IS -OM 2Iz_v N o L ?'an013a maoa co Y, , J11 -11 I ,LINO %1N0 ------------'� N1VMssoa3 kej � a VZ_0ZM _________________________ _____ _ 200' 200' ___ _ ___ _____ __ --------------- _ a• ..�-....-�..—...—• —_....................................... : ------ .... .... .... .... .... .... .... .... .... .... • • ---------------------------------------------------------------- --- -- --------------------------------------- 212TH ST SW ONLY ONLY R3-5R R3-5R •. - IN + i0 • 0 11 ;N I � lO . I . I .I. - x � REPARE o TO ;Q TOP ROAD o WORK N AHEAD 2 1 1 I i 1 1 1 CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 LEGEND ® 28" TRAFFIC CONE ® TRENCH TRAFFIC FLOW UNIFORMED POLICE OFFICER TtFLAGGER WORK VEHICLE SIGN LOCATION WARNING FLAG ARROW BOARD ■ ■ 1 ■ ■ ■ 1 i I 210th ST SW ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ PROPOSED PIPE 4" MPE IP MAIN co 23'W C/L ___'W C/L )(VERTICAL ROPE TO MAINTAIN 36" DEPTH) MR■ I W ■ W ■ r _/ r II .F / r ■ ■ ■ ■ ■ ■ ■ >i + ■ ■ ■ ■ ■ ■ ■ 1 rE N W M1� OA pr Ds A? a TW 2 e tl• U) O O� O^ stidti EMERGENCY .SECTION d ■rrrrrrr,rra�rsrrrrr,errrrsrr EMERGENCY SECTION 5 AREA PLAN SCALE: NONE 212th ST SW KEY TO SERVICE ACTION T&T TEST & TIE SERVICE ® REPLACE COMPLETE SVC T&T ® REPLACE STUB AND TEST & TIE EXTENSION LEGEND Dotal Number 0__�Paqo Location of Detail (a dash if on same page as the Detail) Dotal Number I TIE-IN DETAIL 2 srele: NONE Page Location of Callout (a dash if on same page as the Callout) STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 1. NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYERM1443 AMINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED OUTAGE. 2. INSTALL ONE POUND ANODE FOR EVERY 100m OF LOCATING WIRE INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS OPERATING STANDARD 25252300. 3 MANTANCATHODICPROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300. 4 INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 451510M AND 45151020 AND PSE GAS OPERATING STANDARD 2600.1200 TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS 5 INSTALL CURB VALVE AT PROPERTY LINE OR SIB' PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PER PSE GAS OPERATING STANDARD 25M ISKO B REFERTOPSEGASOPERATINGSTANO10252511IFORMAINMIOSERVICECOVERREQUIREMENTS T MANSAND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525—D. 25253400 AND 25251200, AND PSE GAS FIELD PROCEDURE 47001S00 B. PROJECTMANAGERTO MAKEEGORRUNIMMEDIARLYPRIORTOSTARTINGCONSTIRUCTON, 9 INSTALL REPIACEMENTMAINS PER PSE GAS OPERATING STANDARDS 2S2521D0 FOR INSERTIONS AND 25253600 FOR ABA NDONMENTORDEACTIVATON. 10 PLUG ENDS OF DEACTIVATED OR INSERTED MANS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS 25252100 AND 2525 X8 11. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE 15 INSERTED 12 INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE GAS OPERATING STANOMOS 25T3 2300 AND 255017M 13. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 25252100AND25752300 14. REPLACE ALL -NO RECORD'SERWCES AND I-118' PE SERVICES INSTALLED PRIOR TO 1905 15. ACTIVE SERVICES TO BE REPLACED DENOTED BY: SAP BATCH YEAR & FOOTAGE SIZE OF RETIRED MAIN MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIIlMCNT ACTUAL LENGTH OF RETIREMENEN T 2' STN D884 1958 255' 2" STW 5o50 1963 162' 2" STW 7155 1965 288' 2" STW 68CB45 1958 20' HOLE HOG TABLE CALLOUT LOCATION DEPTH LENGTH BPI START BP2 END BPS START BP4 END BPS START BPS END BP7 START BPB END BPS START BP10 END BP11 START BP12 END BP13 START BP14 END BP15 START BP16 END BP17 START BP1B END BP19 START BP2a END FITTER'S CHECKLIST (CHECK BOXTOCONFIRM COMPLET—) ❑ Inspeuted SNMI,M PE Pipe per GOB 2450.140t)-24501513 ❑ RaWewed eM wmPletlrmm an aanslmaan mlaa ❑ Recartletl all raqulmdinlormatlon an We asblM per G052500.1700 Campbled past lnslegatlon lnapeatian perG0525251200aM 2525.2100 ❑ LeB We workerea lnacleanaM safe ..Stan r r, S aAMa Para.,.. (&MAW CD .V:InhaSaarce CprelrvNan Cade 400D .111 STANDARD GAS CONSTRUCTION NOTES..- 1 FIELD LOCATE ALL UNDERGROUND UTILITIES E%CAVATOR TO CALL-ONE-CALV TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 14XI0<24-S556 OR CALL NATIONWIDE: 011 T. NOTIFY APWWFMR PlAwn No AGENCY PRIOR to" 21AAT a" PERMIT pE01p1EBMMT51 3 ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES 4 EROSION AND SEDIMENT CONTROL SHALL Re Kra PSE I TANCARDPRACTICE a150.3200 RPYMUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADPTONAL LOCAL A111tlOICIION REQUIREAQMO 5 NOTIFY PROPDITY OWNER& AOMCEMT TO PROP02EO CGHe MuC110N ACTIWfMi A MINMIFA OF,SWWORKNNG DAYS POOR TO Wom" COIF TRUCnCN U" Isl TO Ots"as"INR FL1EItl IF JOero URGE, on1ERWYe NANO THE OPPOATUNW TO RO1 AlAM M EXCESIS FLOMT OFFVRAELVE WHIN n*R WeakWMCE . IIMTALM IDOR REPUCLOT PER GAS OPERATING STANDARD 25501600 ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE B ANY CHANGE IN ROUTE, PIPE SIZERYPE, TIE4N METHOD OR ADDITIONAL MAN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. T COMPLETE 'PIPE CONDITION REPORT' ON ALL METALLIC PSE FACILITIES CHECK BOX ON REPORT FOR WIRE BOX (ZEST LEPO) INSTALLATION B PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATNG STANDARD 252525011. 9 INSTALL MAIN VALVES OUTWflt ICvWfRE POBMBLE. VALVE WIatERS SHALL WINS TALLEGAMORECORDEDBY THE CON NACTORPER PRO"OPEMIWG /T1VOaflD 20Y NW FOR ALL HP VALVES IF THE LOCATION IS NOT REPDILYACCESSIBLE, AND FOR ALL VALVES MERE PERSISTENT SNOWFALL MY OBSCURE THE VALVE BOX, 10. TOPREVENTACCIDENTALOVERPRESSUREOFADJOININGSYSTEMS,NOTWOMAINSSHALLBECONNECTEDEXCEPTAS SHOWTI ON THIS DESIGN UNLESS APPROVED BYAPPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11. SYSTEM MAOP DENOTED BY YaIWYAMetl Ps1D 13 1AU1EANDMONITORUSE01ALL6TOPPERSTOENSUREADEOUATE FEED. 13 RE STORE ALL DRIVEWAYS SUBJECTTO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14 PURGEPOINTSANDPRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 25253300, AND 25251200 15. MNNS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 25253300 AND 25253400 16 IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION W T H CP TECH AEVVN ANION ,PHONE OfIKg01 17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL GRANGES ON THE AS -BUILT IN RED( ')DENOTES FOOTAGE 50TWEEN rwow 10 EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOB 25e02200 (RECORDALL INFORMATION ON 04 CARD) W.I.ity Map N/A to 0 (4 NJ NJ w rn fCT PNASE NDUDNIIan • NINE II Iml- njr,.WServke/MeterService/Meter Service/Meter na service, d MSA DR Reg /FT HP SvGMSA Relecele AITN: eRpM Retirement Prefect Manager Contact Inlormallon: Far CWA*M aWw tlal I-aOSCA`L PSE WS-57T0) Manegec ERIC UAW CALL SII AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG COPh—: 425 953297 E-Mail: edc laW�pBe cOm M1R41CN eO(ROiMODVr FdlpNtllq(wrO1V P'JIW Ia0URA1 "Locales Required" Yet NP❑ REAL E5TATEIEASETAEFL1 PERMIT REVN DATE BY DESCRIPTION IFUNCTION CONTACT PHONE NO DATE PROJECT MGR ELIAW 425-4953297 ENGR-GAS DRAWN By 6VUK1]SAV 423124854➢ 42517 )MISH 1-1 -ct GAEVWICTR 14 CSPBTGPM APPROVED BY N PPRUVAL e nr« OPMAP 1000ED.,Ba UBe PL AT MAP tUiaw'Iw am PC APPROVAL MAPPING JOINT FACILITIES ARRANGEMENTS VTIUTMSI W��A� WA N/A CONTACT) nrw N/A M PNDNEF WA N/A WA ' PUMTp 21000 76TH AVE W SWN��Y 4" MPE IP MAIN RELOCATE EDMONDS, WA 98M BY PSE SAP SCALE 1"=20' Nbr r r r; r f r r PROPOSED PIPE 4� MPE IP MAIN �I r I - - --- - 23'W CA ___'W CA r (VERTICAL ROPE TO MAINTAIN 36" DEPTH) f 0 r 1 f r f T&T f (DO NOT TAKE SERVICE OFFLINE r USE SERVICE TEES AS BYPASS) ii f I � E 1 , N f Fo# I1/4"210'S FIELD NOTE: SERVICE ADDRESS # 21121, 21110 & 21031: FOLLOWING EACH T&T, IFS TO IMPORT, BACKFILL, AND COMPACT 1-1/4" MINUS WITHIN A 10'X10' SECTION CENTERED AROUND EACH EXISTING SERVICE TEE ON THE 2" STW MAIN. CITY OF EDMONDS AND THEIR CONTRACTOR WILL NOT COMPACT AROUND OUR EXISTING SERVICE TEES DUE TO SHALLOW FACILITIES TO AVOID DAMAGING SERVICE TEES, WE WILL NEED TO PROVIDE CITY SPEC 1-1/4" MINUS AND COMPACTION TO 95% FOR ROAD SUB -GRADE CENTERED (10'X10') AROUND EACH SERVICE TEE. IF TRENCH SIZE FOR T&T DO NOT EXCEED 1O'X1O', AND CITY HAS ALREADY PLACED 1-1/4" MINUS SUB -GRADE WITHIN THE 10'XID' SECTION, PLEASE RE -COMPACT TO 95% FOR TEH CITY g 1992 T&T 1 1/4- 210'S 7609 1942 - B r f 1 / / t 1 1 f f 1 �4. 'vy b ' 4 7631 PHARMACY 7631 BUILD B M1 DENTAL I3UND 1 , ,O 3 3 a t 0 _I �J - ♦ I y'. ♦t ' D•N 212th ST . _- __ -' - _ice"; __ _ '. .. •y :-�♦ N. MATCIILINE A -A, SEE SHEET 3 319'S N ;� {{r� 1991 y -- - T&T ,(SERVICE TO BE TAKEN OFF LINE) CIL 0 W N I 240'N.IS f 1 LU a , L tD r DEACTIVATE IN PLACE EXISTING 2" STW IP MAIN - - - PROPOSED PIPE 4" MPE IP MAIN N DEACTIVATE IN PLACE 23'W CA ___'W CA G_ EXISTING 2" STW IP MAIN POLYVALVE 4" MPE (OPEN) rn WITH VALVE BOX & SUPPORT - I 11'S CA & 23'W C/L 'W N7 CUT & CAP FLANGE BLIND, 2" CLASS 150 CA & CA w;� PROPOSED EM.SECTION VALVE & 2" BOLT KIT (UNINSULATED) # VA-24103 ' 1 15-S C/L & 20-W CA PER MICHAEL FRANK 'S CA & 'W CA 425-456-2955 9-21-17 TRANSITION FITTING 4" MPE 1 14'S CA & 23-W CA 05389 ___'S CA & ___'W CA EX. 6" STW IP 16'S 15'S EX. 6" STW IP 15'S -377-1957 _ - - - - • — - - CP WIRE #10 TEST LEAD & 377-1957 CP TEST LEAD BOX COMPLETE _ 'S NOTE FROM GSI STEM PLANNIN2 PER BRENDA WAGNER 425-462-3931 9-20-17 THE 2" VALVE AT THE INTERSECTION OF 212TH ST SW AND 76TH AVE W IS AN ES VALVE #05389 THAT SEPARATES ES BOUNDARIES 4 & 5. A NEW 4" BOUNDARY VALVE IS NEEDED AND SHOULD BE LOCATED IN A SPOT THAT IS ACCESSIBLE IN THE EVENT WE NEED IT. \28'6 2' 3 N a TIE-IN o STOPPER 6"X150 8/0 d o & ELBOW 6"X4'X90' WELD lj 16'S CA & 23-W CA o 'S CA & ___'W C/L n I � o w � > TIE-IN DETAIL Scale: NONE * P5F Gas tk,&W -tc BG 'PLOP 0615-1 e F EICIS A)& % 1td1Nj "%)tA i' V f_iL11 CJl + 5 - IAb R170AAAL 5L PARA7 /vA) 01i L-t1 %&S WµE-Vt Pow I gL-E ✓ -5 APPRW60 4 Au- v-m-A- i -Tv af- fxPssay. TV NOTE: OVERHEAD POWER E PHONE, CABLE ao : 76TH AVE W T&T ASPHALT (SERVICE TO BE TAKEN OFF LINE) 60, ROW A70 C4L 301 1 1/4" 89'N T&T - __ 43�1990 7526 5/8" 89'N 1990 ~ 0 04 SW m 69- 7 oQ 00 0 N *41 16 1 Of t4N E.VERGENCI' SECTIO,Y I d "ylar r.�l•�grr.J J��t♦I�J I��iJ�!•!JJ%��S r-m.amAr x _ ENERGGva• sGCrro,v FN ,4. 9 EX. 6 STW IP I6 S �I 155 EX. 6" STW IP IS'S EX. 6. STW IP 14'S 0965-1958 _ - 377-1957 687012320-07 — — — — — — 377-1957 N T ^ • '-+ ROPES (NO RECORD) g o PLOT PLAN SCALE: 1"= 20'-0" .,may.,,,• . I •. - . ,• J j d 5d 03�� w_ LS aN 5d �W L3 ROADWAY CROSS SECTION 3 NONE KEY FOR PITS (SHOWN ENLARGED FOR CLARITY) 5' x 7' TYP WINDOW CUTS Project Manager Contact Information: For conl,d, below dial 1-M&CALL PEE (M55773) Manager ERIC LIAW Cell Phan. 42&4953297 CALL 511 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG E-Mail: em liaw@pse com THE VETCH NOT TO BE AEUEOu Pory nuoui Enn "Locates Required" Yes ❑ No El REAL ESTATEIEASEMfNTPERMIT or "Flagging Required" Yes ❑ No ❑ - REVp DATE I BY IDESCIOPTIGN FUNCTION CONTACT PHONE NO DATE (� PROJECT MGR E LIAW 1 42S49S3297 ENGR-GAS DRAWN BY GVUKOSAV 1 4254246 9-ZS17 COUNTY EmK SKI GAS VA CTR APPROVED BY vEUAWn 42S49S3297 ENOHOMISH 5/4 C6PoTOPM CP APPROVAL _ KANSON 425-7657307 10.517 _ 114 SEC IMIfNM svmxlm Y..JIN IEAl14M OP MAP PLAT 160 O6B, 164068 PAIR I AI N YlY.1MpJJ I'1: Pr YHVVHL NMPING W JOINT FACILIM ARMNGEMENTS UTILITIES NIA N/A N/A NIA NIA NIA CONTACT NIAI N/A N/A O_I PHONE p SOUND ® SOU ENERGY 21000 76TH AVE W 4" MPE IP MAIN RELOCATE EDMONDS. WA 9B026 _ OE92 13dW DESIGNED BY PEE DID 208th ST SW - I rlY a rn - I■■1 h -- nN 1 1/4- 701Nv ` 2015 I T&T (REPLACE ST STUB, INSTALL BYPASS) PROPOSED PIPE 4" MPE IP MAIN 23-W C/L ___'W CA (VERTICAL ROPE TO MAINTAIN 36" DEPTH) PLAID MV R 5tDb.o *u CJ��1fso'tT'fiR� ��(,MMtiN1• T&T (SERVICE TO BE TAKEN OFF LINE) D4 FORM SHOWS 3/4" STW SERVICE REPLACED 9-7-17 3 -- _ o'_0 2" 1 1/-4" 471'N ~ N N 2017 1 FIELD NOTE : SERVICE ADDRESS # 21014: FOLLOWING EACH T&T, IFS TO IMPORT, BACKFILL, AND COMPACT 1-1/4" MINUS WITHIN A 20'X20' SECTION CENTERED AROUND EACH EXISTING SERVICE TEE ON THE 2" STW MAIN. CITY OF EDMONDS AND THEIR CONTRACTOR WILL NOT COMPACT AROUND OUR EXISTING SERVICE TEES DUE TO SHALLOW FACILITIES TO AVOID DAMAGING SERVICE TEES, WE WILL NEED TO PROVIDE CITY SPEC 1-1/4" MINUS AND COMPACTION TO 95% FOR ROAD SUB -GRADE CENTERED (20'X20') AROUND EACH SERVICE TEE. IF TRENCH SIZE FOR T&T DO NOT EXCEED 20'X20', AND CITY HAS ALREADY PLACED 1-1/4" MINUS SUB -GRADE WITHIN THE 10'XIO' SECTION, PLEASE RE -COMPACT TO 95% FOR THE CITY lq 624'S ) 625'S-' I I' 210th ST W n.nb_ m � I N as ; a 3 W I1 > k a ID /W Raw DEACTIVATE IN PLACE EXISTING 2" STW IP MAIN X T&T (SERVICE TO BE TAKEN OFF LINE) W H 1 1/4- 142-S 1^ 2010 ,YIM - — - - — -- N 422'N PLOT PLAN SCALE 1••20 0' MATCHLINE A -A, SEE SHEET 2 TRANSITION FITTING 4" MPE 614-S CA & 9'W CA __'S C/L & —_'W CA CP WIRE #10 TEST LEAD & CP TEST LEAD BOX COMPLETE ___'S CA & __'W CA END OF MAIN CAP 4" MPE 60B'S CA & 23'W C/L ___'S CA & ___'W C/L CP TEST LEAD BOX COMPLETE (BRING WIRE UP IN BOX) --- IS CA & ___'W CA POLYVALVE 4" MPE (OPEN) WITH VALVE BOX & SUPPORT 611-S C/L & 23'W C/L _'S CA & ___'W CA TEE 4"X4" INLINE MPE 514'S CA & 23'W C/L ___'S CA & _'W C/L PROPOSED PIPE 4" MPE IP MAIN 23-W CA _'W C/L AT 36" COVER TEE SVC 1/2"X5/8" PE OUTLET (GAUGE TEE) gX. 2- STN� J TEE SVC 1/2-X5/8" PE OUTLET (GAUGE TEE) ___'S C/L & ___'W C/L TIE-IN STOPPER 2"X150 B/O 3 614'S CA & 8'W C/L xr 1D a __'S CA & _'W C/L ELBOW 4"X2"X90' WELD yO 614-S CA & 8'W CA i __'S CA & W CA (VERTICAL DROP TO 36" COVER) (---! CUT &CAP CAP 2" WELD 616'S C/L &8'W CA _'S CA & 'W C/L 624'S (3) 20# ANODE 625'S BRING WIRES UP IN T/L BOX S C/L & _'W C/L 00 DEACTIVATE IN PLACE °J EXISTING 2" STW IP MAIN iV m w o n TIE-IN DETAIL Scale: NONE 'PIE IN 2" B/O STOPPER 614-S C/L & 8'W CA CUT & CAP 2" WELD CAP 616'S CA & 8'W CA _ 626�3 pEAGT. 2", STW IP i P 824g 18"JJ (APROX. 20' COVEft) 10-05-17 CP NOTE PER KEVIN ANSON: (425-766-1307) IN DETAIL 2 INSTALL 3-20# ANODES END TO END IN PE DITCHLINE JUST BEFORE TYING BACK INTO 2" STW BRING ALL WIRES UP IN TEST LEAD BOX BONDING ANODES WITH ONE #5 TAGGED WIRE. A NEW GALVANIC SYSTEM WILL BE CREATED TO MONITOR THE REMAINING STW PIPE HEADING NORTH. PROPOSED PIPE 2" STW IP MAIN 614'S C/L I '�—PROPOSED PIPE 4" MPE IP MAIN 23'W CL (VERTICAL DROP) (VERTICAL ROPE TO MAINTAIN 36" COVER) 4"X2"X90' WELD ELL SEE CP NOTE 614'S CL & 8'W CL INSTALL AT 36" COVER TEE 4"X4" INLINE MPE CL & 23'W CL N FITTING 4" MPE TRANSITION (INSTALL AT 36' COVER) (INST 614'S CL & 9'W CL (INSTALL AT 36" COVER) POLYVALVE 4" MPE (OPEN) CP WIRE #10 TEST LEAD & WITH VALVE BOX & SUPPORT CP TEST LEAD BOX COMPLETE 61 VS CL & 23'W CL END OF MAIN (INSTALL AT 36" COVER) 4" MPE CAP 608'S CL & 23'W CL (INSTALL AT 36" COVER) A SECTION PROFILE E-IN DETAIL 2 LOOKING WEST Scale; NONE PmJecl Manager Contact Inlarmatlon: For console below dial 1-NIMALL PSE (225-5773) Manager. ERIC LIAW Cell Phone: 425495 297 CALL all AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG F.M.H. eric liaw@pse com NGF-LITIO "Lacatee Required" Yes ❑ No ❑ REAL ESTATErEnJAEN7PoR � IPERM17 of "Flagging Requlred" Yes ❑ No ❑ REV• I DATE I JOUKTION CONTACT PHONE JIO DATE PROJECT NOR E LIAW 425-495-3297 ENOR•GAS ORAVM SY G VUKOSAV 425 424 5549 9.2547 KEY FOR PITS (SHOWN ENLARGED FOR CLARITY) COUNTY Elaar Sad SNOHOMISH _ 514 5' a 7' TYP WINDOW CUTS 114SEC OP MAP * PUGET SOUND ENERGY DESIGNED BY PSE 4 WK CTR APPROVEI AT" JPC APPRO wFa .a3 ua MAPPING JOINT FACILITIES AFIRANG50 NIA NIA NIA 21000 76TH AVE W 4" MPE IP MAIN RELOCATE EDMONDS, WA 98026 NIA 1'=2G CB FILTER SOCK WITH OVER FLOW HOLES �. CATCH BASIN THIS APPLICATION SHALL BE •/ MAINTAINED AT ALL TIMES DURING CONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN 7, FILTRATION EFFECTIVENESS. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS O ::nOpi r,I� Aka.. CB INLET PROTECTION EXIST PAVED STREET NO SCALE FILTER FABRIC MATERIAL, NEWLY GRADED OR DISTURBED MIRAFI IOOX OR EQUAL SIDE SLOPE USE STAPLES OR WIRE 2"x 2"x 14 GA, WELDED 2 RINGS TO ATTACHA WIRE FENCING OR EQUAL. 20 GA. 12" WIRE TIE FILTER FABRIC TO BACK �• WIRE FENCING. 3/WASHED" MIN. WASHED GRAVEL KL1E 6 B" 2 I6 UN01S(UR8ED GROUND B" 2'-6' BURY FILTER FABRIC IN A 6" x B" GRAVEL -FILLED 48.0�) 8 TRENCH 2•x4' DOUGLAS FIR NO. 1 GRADE OR EQUAL FLEVATION SECTION SILT FENCE DETAIL NO SCALE TRENCH NOTES: N REQUIREMENTS (8-04 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 LOCAT10N 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. APPLICATIONS 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 POINT 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 L.F. BEHIND EXCAVATING OPERATIONS OR AS REQUIRED BY THE ENGINEER. 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, ATB, 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 BE RESTORED USING TIE BARS OR DOWEL BARS IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS, SEE TEXT SECTIONS 8-02, 8-04, 8-05. GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STAND ARD PLANS AND DETAILS THE FOLLOWING SPECIFICATIONS AND PAL STATE AND FEDERAL COUES D ALL OTHER APPLICABLE LOCAL MUNICIPAL, , CODES AN , RULES AND REGULATIONS: -CURRENT INTERNATIONAL BUILDING CODE (IBC) -2012 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. - AG T MANUAL FOR EMEN WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MAN 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 COMPLETION 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 SHE 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 STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO 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. TRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR CO Q 18. N 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 INTERRUPWS WITH THE AFFECTED OWNERS AND APPROPRIA7E UTILITY COMPANIES, CONVECTIONS 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 INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. Project Manager Contact Info,roellon: For cgntads below dial 1-888-CALL PEE (225-5773) Manager. ERIC LIAW CallPh- 425-4W3297 CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG E-Mail: edc Ww®pse O THIS - NOT To eE IMEO UPON FOR EXACT-TION OF EXISTING FACIOTIM locales Required" yes ❑ No ❑ REALESTATEWASEMENT PERMIT Flagging Requlred' Yea ❑ No ❑ REV# I DATE I BY 10ESCRIPYION FUNCTION CONTACT PHONE NO DATE PROJECT MDR ELAW 425495-3297 ENGR-OAS DRAWN BY I OVUKOSAV 1 425-4210IR 9.25-17 IMISH Emir Sect OIL4VMCTR EI4 CSPBTGPM APPROVED BY ELIAW 42S495J297 CP APPROVAL KANSON t75.7B&}JDT wwn« r sea« OP V" PRAT tl0.gSB. 164066 MAP wee wow PC APPROVAL MAPPING JOINT FACILITIES ARRANGEMENTS U71LITIEE WA N/A NO NIA CONTACT N/A WA WA N/A PHONE M WA N A N/A N/A ' � F 21000 76TH AVE W 4" MPE IP MAIN RELOCATE �I�p/�/ SVEW EDMONDS, WA GOG26 BY PEE SAP Sup 01 1091071 awug N/A SC ALE 1 "-20' PSE / INFRASOURCE CONSTRUCTION NOTES FOR SNOHOMISH COUNTY GENERAL R/W USE RESTORATION REQUIREMENTS 1. FIELD LOCATE ALL UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION AT 1-800-424-5555. (8 040) 1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY 2. INSTALL ONE POUND ANODE EVERY 1000' OF DETECTION WIRE / INSTALL ANODE AND TEST LEAD WIRES CONSTRUCTION, PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY PER PSE STANDARDS. • . • •' CONDITIONS WILL BE REQUIRED EVERY 50 FEET IN PAVED AREAS OR "'•!:.•+:.•'•.•:•• ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER. 3. ALL MAIN TIE-IN'S SHALL BE GAUGED AND MONITORED FOR CHECKING FEEDS. •;` '•�1•h••''1�••'.1'',.�;••'+ 1'' 2. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ,,•.. 4. INSTALL VALVES OUT OF TRAFFIC WHERE POSSIBLE. C'�•" �.:''•`' ACCORDANCE WITH THESE STANDARDS, THE WSDOT TRAFFIC MANUAL (•� AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5. ANY CHANGE IN ROUTE OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE PROJECT MANAGER. <,.'•.'+::•.:•:•�..•.: ••."':'�.`:•:'...••:�•::;:`:'. 3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, 6. ALL PROPOSED SERVICES ARE SHOWN AS: XXY O O ATTENDED BY FLAGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED TO TWO-WAY TRAFFIC AT XX 7. ALL 3'x5' PAVING CUTS SHOWN AS: EM Oa THE END OF EACH WORKING DAY. APPLICATIONS FOR TOTAL ROAD .I O� CLOSURES MUST BE FILED WITH SNOHOMISH COUNTY PUBLIC WORKS AT S. ALL WORK WITHIN SNOHOMISH COUNTY TO COMPLY WITH EROSION AND SEDIMENTATION CONTROL ` LEAST 5 DAYS PRIOR TO THE ANTICIPATED CLOSURE. REQUIREMENTS OF SNOHOMISH COUNTY CODE, CHAPTER 30.63A.220, INCLUDING: .'.• •'•.T.•. ;T1L1�R;P/W xk(d ;; , 4. EXISTING DRAINAGE DITCHES, CULVERTS, ETC., SHALL BE KEPT A. PREVENT OR MINIMIZE THE TRANSPORT OF SEDIMENT ONTO PAVED SURFACES DURING CONSTRUCTION. -UNDER- CS GRATE • • • • ••• CLEAN AT ALL TIMES. TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE CONSENT OF THE B. ANY SOIL STOCKPILES SHALL BE STABILIZED AND PROTECTED WITH SEDIMENT RETENTION BMP's ENGINEER. ANY DRAINAGE CULVERT, CATCHBASIN, MANHOLE OR OTHER WITHIN 24 HOURS. EXCAVATED MATERIALS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CB INLET PROTECTION DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHALL BE REPLACED UNLESS INCONSISTENT WITH SAFETY AND SITE CONSTRAINTS. EXIST PAVED STREET WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE NO SCALE ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES C. DISTURBED AREAS MUST BE STABILIZED AFTER 2 DAYS (BETWEEN OCTOBER 1 AND APRIL 30) OR SHALL BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM AFTER 7 DAYS (BETWEEN MAY 1 AND SEPTEMBER 30). EROSION CONTROL MATERIALS MUST BE KEPT DRAINAGE FACILITIES. ON SITE AND IN ADEQUATE QUANTITIES AT ALL TIMES. NO MORE THAN 500' OF CONTINUOUS 5. GRAVEL SHOULDERS DISTURBED BY EXCAVATION SHALL BE SHAPED TRENCH MAY REMAIN OPEN AT ONE TIME UNLESS CHECK DAMS ARE USED. TO COUNTY STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES D. STORM SEWER INLETS RECEIVING STORM WATER RUN-OFF SHALL BE PROTECTED WITH FILTER FABRIC COMPACTED CRUSHED SURFACING TOP COURSE. OR OTHER MEANS DURING CONSTRUCTION FROM SEDIMENT -LADEN WATER. 6. IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS 9. CALL SNOHOMISH COUNTY INSPECTOR 48 HOURS PRIOR TO CONSTRUCTION AT (425) 388-3385, DETERIORATE TO THE POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND CLEANUP 10. DASHED LINES (-_') ARE TO BE USED TO VERIFY/CORRECT INSTALLATION OF MAIN ON AS -BUILT. SHALL BE PROMPTLY ACCOMPLISHED. STUB LOCATIONS ARE AT TIE-IN TO MAIN AND LENGTH OF STUB INSTALLED NOTED. 11. RETURN ALL AS-BUILTS TO INFRASOURCE PROJECT MANAGER. FILTER FABRIC MATERIAL, NEWLY GRADED 7. ALL PIPE OR OTHER MATERIAL STORED ALONG COUNTY MIRAFI 10OX OR EQUAL. OR DISTURBED RIGHT-OF-WAY MUST BE PLACED AT A SAFE DISTANCE FROM THE 12. CUSTOMER PROVIDED TRENCHES ON PRIVATE PROPERTY SHALL CONFORM TO PSE STANDARDS. SIDE SLOPE TRAVELED ROADWAY IN SUCH A MANNER AS TO AVOID FALLING ONTO 2"x 2"x 14 GA. WELDED q THE ROADWAY. USE STAPLES OR WIRE WIRE FENCING OR EQUAL. 20 GA. 13. PREFERRED METHOD OF CONSTRUCTION UNDER HARD SURFACE IS BORE, PREFERRED METHOD OF RINGS TO ATTACH WIRE TIE 12" 8. NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CONSTRUCTION UNDER SOFT SURFACE IS OPEN TRENCHING. FILTER FABRIC TO BACK MW. COUNTY RIGHT-OF-WAY. ANY SUCH MATERIAL DUMPED ON PRIVATE WIRE FENCING. WASHED PRO MIN. PROPERTY MAY REQUIRE A GRADING PERMIT. VERIFICATION WITH GRAVEL SNOHOMISH COUNTY PLANNING & DEVELOPMENT SERVICES IS REQUIRED. SNOHOMISH COUNTY NOTES 3'-6 . 1 9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S 1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY CONSTRUCTION, 6" S IS. 2' UNDISTURSEO GROUND OPERATION WITH A POWER BROOM OR OTHER APPROVED MEANS. � B' PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE t� • 10. NO OPEN CUT CROSSING OF COUNTY ROADS OR STREETS SHALL �•_S REQUIRED EVERY 50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS 10 MADE WITHOUT THE APPROVAL OF THE ENGINEER. SPECIFIED BY THE ENGINEER. BURP FILTER FABRIC IN A 8" x 6" GRAVEL -FILLED 11. MAXIMUM AMOUNT OF OPEN TRENCH IN ROADS SHALL BE 400 2. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCCORDANCE WITH 4S•O.C.(TYpj TRENCH LINEAL FEET. AT THE END OF EACH DAY, ALL DITCHES MUST BE THESE STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM 1--1 S" BACKFILLED OR COVERED WITH STEEL PLATES AND BARRICADED WITH TRAFFIC CONTROL DEVICES. 2"x4" DOUGLAS FIR FLASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS FROM 3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY NO. 1 GRADE OR EQUAL FALLING INTO THE TRENCH. ELEVATION SECTION FLAGMEN AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD 12. FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING SILT FENCE DETAIL SHOULDERS, CLEANING OF DITCHES, CULVERTS AND CATCHBASINS, AND DAY. APPLICATIONS FOR TOTAL ROAD CLOSURES MUST BE FILED WITH REMOVAL OF LOOSE MATERIAL FROM BACK SLOPES OF DITCHES SHALL SNOHOMISH COUNTY PUBLIC WORKS AT LEAST 5 DAYS PRIOR TO THE NO SC4LE NOT EXCEED 1500 L.F. BEHIND EXCAVATING OPERATIONS OR AS ANTICIPATED CLOSURE. REQUIRED BY THE ENGINEER. 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 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 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 COUNTY 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 POINT 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 COUNTY RIGHT-OF-WAY. ANY SUCH MATERIAL DUMPED ON PRIVATE PROPERTY MAY REQUIRE A GRADING PERMIT. VARIFICATION WITH SNOHOMISH COUNTY 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 CROSSINGS OF COUNT ROADS OR STREETS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER. 11. MAXIMUM AMOUNT OF OPEN TRENCH AT 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 ESCEED 1500 L.F. BEHIND EXCAVATING OPERATIONS OR AS REQUIRED BY THE ENGINEER. TRENCH NOTES: 1. LONGITUDINAL TRENCH - 2" ASPHALT CLASS B OVERLAY. TRANSVERSE TRENCH - 2" ASPHALT CLASS B OVERLAY WHERE MULTIPLE CROSSINGS BY SAME UTILITY. 2. EXISTING PAVEMENT 3. LONGITUDINAL TRENCH - 6" ACP OR 2" ACP + 4" ATB. TRANSVERSE TRENCH - 8" ACP OR 2" ACP + 6" ATB. IF CONCRETE, RESTORATION SHALL BE IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS. 4. NATIVE MATERIAL, BANK RUN GRAVEL, CSTC OR CONTROL DENSITY FILL MAY BE REQUIRED BY THE ENGINEER. 5. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER CSS-1 & SEAL WITH HOT ASPHALT CEMENT. 6. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX, ATB, OR STEEL PLATES. 7. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS. B. COVER DEPTH OVER UNDERGROUND UTILITIES SHALL CONFORM TO FEDERAL AND STATE REGULATIONS. 9. TRENCHES IN CONCRETE PAVEMENT SHALL BE RESTORED USING TIE BARS OR DOWEL BARS IN ACCORDANCE WITH SECTION 5-05 OF THE WSDOT/APWA SPECIFICATIONS. SEE TEXT SECTIONS 8-02, 8-04, B-05. Pro1EEt Me..Sao Conlact Inlon ion: For canlads bah -dial 1-888-CA LL PSE(2255773) Manager. ERIC UAW C.fpb-. 423495J20T CALL S11 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG E-Mail: adc liz-@paa wen HIS BfETOH MOTTO BE REUEO UPON FOR EXAOT LOCATION OF--HoI-Or ES idcNw R*I Yn0 NO REAL ESTATEEASEMENT PERMIT 'F1apelre RnI~ Y«0 No [3 NIA--EDMONDS--- RE11e I DATE I ITY IDIESCAMPTION FUNCTION 1 CONTACT PNONENO DATE PROOECTMOR ELIAW 425-0953287 EHOR•OAS DRAWN BY L G. VUKOSAV 42.5424�Fd48 9.261T COUNTY SNOHOMISH E-13- OAS S/4 WK CTR CSPBTGPM APPROVED BV c•E LIAW 42S49i7291 CP APPROVAL KANSON 425-7561307 10.5-17 U45EC OPMM PLAT home, lame MAP oa01s,ws PC APPROVAL MAPWNO UTILITIES CONTACT NIA JOINT FACILITIES ARRANGEMENTS N/A N/A N/A NIA WA N/A N/A PHONEIII NIA I N/A I N/A N/A 21000 76TH AVE W ® MN iNO 4" MPE IP MAIN RELOCATE ENEWY EDMONDS, WA S0026 DESIGNED BYPSE SAPSup Orden Nor 109107236 -mN/Aum SCALE PAGE 1"=20' 1 515 RECEIVED OCT 112017 of EDA4°4l� BUILDING ROW PERMIT NO.: ENG 30IT'04 C) ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION .INC. I. s90 PERMIT APPLICATION PROJECT NAME: 109107236 CONTACT: Sue Sidick CONTRACTOR: PSE/Infrasource Mailing Address: 1660 Park Lane, Burlington, WA 98233 State License #: INFRASL871 C2 City Business License #: N R-023614 Phone #: 425-457-6353 Fax #: Email #: Susan.Sidick@pse.com El Liability Insurance LJ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 21000-21200- 76th AVE W ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial El Subdivision El City Project ❑ Traffic Control (Only) ❑ Multi -Family X❑ Single Family ❑ Other ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Yes ❑ No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : To replace 700' of 2" STW main w 4" pe & test & tie services HDD or Open Trench method of Installation WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES El NO ❑ Year:1091b PAVEMENT CUT: ® Yes ❑ No If yes, indicate size of cut: x CONCRETE CUT: 0 Yes ❑ 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 SF 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 he/she 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. Susan Sidick a" Ba°��5=59�°� �x W16.M W07-3U-0�� DATE � 0/� � /2� � 7 SIGNATURE Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Date of Request: Job number: Job address: Project mgr: PM email: PERMIT REQUEST FORM 10/10/17 109107236 [21000-212000] 76th Ave W Eric Liaw eric.liaw@pse.com Estimated job start date: Estimated job completion date: 10/25/17 11/05/17 City: Edmonds Zip: 98026 PM contact #: (425) 495-3297 Description of work to be performed: Rp.olar p 700' 2" STIl1I Mgin w/ 4" PF TRT seivicesP_1 VVni:k Pavement cut? ❑✓ Yes ❑No If yes, Dimensions of Cut: Length Width How many cuts? Surface Type Require trenching? ❑Yes ❑No If yes, Dimensions of trench: Length Method of installation: HDD or Open Trench rT�H Depth Traffic impact: Road closed ❑Yes ❑✓ No Lane closed ❑✓ Yes ❑ No How Many? 1-2 Direction? south Shoulder closed ZYes ❑ No Sidewalk closed Yes ❑ No Emergency Contact: Eric Liaw Cell Number: (425) 495-3297