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Issued ROW Permit ENG20190058.pdfof. LY Ohs CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 47 790 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20190058 RIGHT OF WAY PERMIT (6-EUC) I Permit Number: ENG20190058 Expiration Date: 11/25/2019 Job Address: 20903 78TH AVE W, EDMONDS Location: 20903 78TH AVE W APPLWANT PSE/Infras ource CONTRACTOR P SE/In frasource 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 #: infrasl87lc2 EXP: 02/22/2023 Permission requested to tie into existing 2" PE IP gas main located at 17N c/1 of 209th St SW & 22' W c/l of 78th Ave W to extend 560' of 2" replacement main N on 209th St SW & then N to end of 78th Ave W cul de sac. The proposed main alignment is under asphalt & soft surface. Main to be hole hogged with (4) 3x5 (2) 4x6 (2) 48 & (2) 4x10 asphalt/soft surface cuts. Long side services proposed to be hole hogged under asphalt or inserted in existing conduit with 2x2 potholes in asphalt over water where required. 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 ) 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 attorneyfees by reason ofgranting thispermit. THECONTRACTOR IS RESPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONEYEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE W O RK. 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 DIAL, A -DIG (1-800424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT.1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS APPLICATIONAPPROVAL THIS APPLICATION IS NOTA PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Friday, May 24, 2019 BY DATE ❑ FILE COPY INSPECTOR COPY ❑ APPLICANT COPY STATUS: ISSUED ENG2019O058 • 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. • Public utilities maintain 5'separation from City Utilities. • Verify clearbore 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 frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 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 of his 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 fromthe issuance of this pemrit. 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. • &Final Restoration • &Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES:_ FINAL INSPECTION APPROVED DATE: INITIAL: ..r Of EVAfn. i/Vt• 18913 FE8 � 2 2p19 VEERING �IVIS10N ROW PERMIT NO.: ENG a[)1c1C)055S� ISSUE DATE: RIGHT -'OF -WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 109114496 CONTRACTOR: PSE/Infrasource Mailing Address: 1660 Park Lane, Burlington, WA 98233 State License #: INFRASL871 C2 City Business License #: N R-025677 CONTACT: Sue Sidick Phone #: 425-457-6353 Fax #: Email #: Susan.Sidick@pse.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 20903 78th AVE W ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑X Single Family ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Other ❑ Yes W No ANY ASSOCIATED PERMITS? BLD# ENG# —7 DESCRIPTION OF PROPOSED WORK (Be Specific) : Permission requested to tie into existing 2" PE IP Gas main located at 17' N c/I of 209th ST SW & 22' W c/I of 78th AVE W to extend 560' of 2" replacement main N on 209th st sw & then N to end of 78th Ave W cul de sac. The proposed main alignment is under asphalt & Soft surface Main to be hole hogged with (4) 3x5 (2) 4x6(2) 48 & (2) 4x10 asphalt/ soft surface cuts. Long side services proposed to be hole hogged under asphalt or inserted in existing conduit with 2x2 potholes in asphalt over water where required. WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year: 109h� PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut 3 x 5 No CONCRETE CUT: ❑ Yes ❑ 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 Parking 72 Hrs + LF X LF SF 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. SIGNATURE Susan S i d i c ( Ra °� US °°-M°"�"�' DATE 7� llele: N10012O F]01 cwk&w ���•---�-' Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE PERMIT REQUEST FORM Date of Request: 02/11/19 Job number: 109114496 Job address: 20903 - 78th Ave W. Project mgr: Lisa Griffith PM email: lisa.griffith@pse.com Estimated job start date: Estimated job completion date: Description of work to be performed: 04/01 /19 04/30/19 City: Edmonds Zip: 98026 PM contact #: (425) 406-0121 PPrmiSsinn rPnijest-Pri to tie into exiStins2" PE IP qas main located at 17' N of C'/L of 209th St SW and 22' W of C/L of 78th Ave W to extend 560' - 2" PE IP replacement main north on 209th St SW and then north to end of 78th Ave W cul-de-sac. The proposed main alignment is under asphVt and soft surface. Main to be hole hogg-ed with 4) 3X5, (2) 4 Pavement cut? ❑✓ Yes �No If yes, Dimensions of Cut: Length 5' Width 3' How many cuts? See description Surface Type AsphaIUSoft Surface Require trenching? Eyes If yes, Dimensions of trench: Method of installation Traffic impact: Road closed Lane closed Shoulder closed Sidewalk closed ®No Length 5' Open trench/hole hog Width 3' Yes ❑✓ No ❑✓ Yes No How Many? 1 Eyes ❑ No Yes No Emergency Contact: ,John Frederick Cell Number (425) 516-4928 Depth 3' Direction? North N 0 .11 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com (425)424-6425 _ oCO MOM voa D PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1 /10/2019 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 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between­,P a.m. and 4-p.m 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 19' NCL of 209th St SW & 22' WCL of 78th Ave W, and 19-40' NCL of 209th St SW & 12' ECL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. #20903 © .•- Lit!1t,94 G,'fMr+&`-;_:. ii ;Sri WEi ^c ri;ht-of-way `.e- Caly sUnpart:: oroccurs dur:r Ctv. CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 a 209TH ST SW N�0113VEIHb oOM 11 owW dol 01 3M3a VL-OZM G. , PLACE SIGNS + BOTH SIDES OF WORK AREA o r- TOP ROAD WORK CD AHEAD A PRc ED AS NO-M I safaa.neema@pse.com (425) 398-6077 Sheet 1 of 7 LEGEND 28" TRAFFIC CONE ® WORK PIT =i TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY ROW RDW- Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com (425)424-64225 } I. I• PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 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 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between*V a.m. and Jpp.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m 8. Work area will 178-188-257-259' NCL of 209th St SW & 12' ECL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE EMERGENCY VEHICLES WILL BE ALLOWED TO PASS WORK ZONE. — Mi �20903 { I• I , 13 13 13' ti-0ZM I VL-OZM l-OZM w o� Iri¢ '\ I 100tLl 100' ,l 13 b CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 13 Q PLACE SIGNS BOTH SIDES OF WORK AREA 1 /10/2019 safaa.neema@pse.com (425) 398-6077 Sheet 2 of 7 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com W Q RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE EMERGENCY VEHICLES WILL BE ALLOWED TO PASS WORK ZONE. #20903 PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1/10/2019 safaa.neema@pse.com (425) 398-6077 Sheet 3 of 7 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 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place betweerip a.m. and (}p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m 8. Work area will 320-327-368-393' NCL of 209th St SW & 12' ECL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. N 13 1O 13 3 4 E"DO Y p ROOADAD AHEAD N 13 n V ' ROAD I WORK C) HEAD AN I ' �b bu I H SIutb Ur WORK AREA CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com (425)424-6425 N aN3HV oN )Norm oV08 0 0 N �iaonn aainoH 0 0 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE EMERGENCY VEHICLES WILL BE ALLOWED TO PASS WORK ZONE. CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1/10/2019 safaa.neema@pse.com (425) 398-6077 Sheet 4 of 7 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 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 6)p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.rp. to 3 p.m 8. Work area will 49' SCL of 209th St SW & 47' WCL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. I I #20903�-- ' PLACE SIGNS BOTH SIDES OF WORK AREA 13! 13 4 Q A I I VoZM � � 2 a 100, \`�--------------- CO -------- / �2b 209TH ST SW 13 b 13 Q LEGEND ® 28" TRAFFIC CONE ® WORK PIT TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY Row ROW- Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com (425)424-6425 _ oC Cv3Hv �laonn Gvoa. 0 3rM 3vo 0 V D CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 I I I I I I I I ,13 113 �IQ PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1/10/2019 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 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 V for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between _� a.m. and 0)p.m 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 40' NCL of 209th St SW & 13' WCL of 78th Ave W. Q 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. F#20903 N QV3Hd o MHOM ovoa RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE VL EMERGENCY VEHICLES 0 0 safaa.neema@pse.com (425) 398-6077 Sheet 5of7 �( WILL BE ALLOWED TO PASS WORK ZONE. 100' , `-- - — - — - — - — - — -- -- — - — / b 209TH ST SW rol a <' PLACE SIGNS A�BOTH SIDES OF WORK AREA Q p To ROAD — WORK N AHEAD � LEGEND ® 28' TRAFFIC CONE I WORK PIT �i TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY RAW RAW Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/1312019 gregory.harwood@pse.com (425)424-6425 - o� 24 F RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE EMERGENCY VEHICLES WILL BE ALLOWED TO PASS WORK ZONE. CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 13 b PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1 /10/2019 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 Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 13 5. Crew is required to leave a minimum of 11' for Q traveling lane width. 6. Alert affected residents and businesses. Q 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m 8. Work area will 178-188-257-259' NCL of 209th St SW & 13' WCL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. safaa.neema@pse.com (425) 398-6077 Sheet 6 of 7 i f L#20903 •I 13113 4I Q �!: 13 13 t'-0ZM M a I Q VL-OZM 3 l-OZM a0 I \ '\ 10 ort'ji 11 J 400' J 1100. �2 209TH ST SIN TO 'ROAD - WORK N AHEAD PLACE SIGNS BOTH SIDES OF WORK AREA y0: LEGEND ® 28' TRAFFIC CONE ® WORK PIT b TRAFFIC FLOW TtFLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY ROW- ROW Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE EMERGENCY VEHICLES WILL BE ALLOWED TO PASS WORK ZONE. -,— 13 b CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 55/70 40 80 35/45 30 60 25/30 20 40 PUGET SOUND ENERGY JOB# 109114496 20903 78th Ave W, Edmonds, WA 98026 1/10/2019 safaa.neema@pse.com (425) 398-6077 Sheet 7 of 7 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 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between a.m. and f p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m 8. Work area will 327-393' NCL of 209th St SW & 12' ECL of 78th Ave W. 9. If used, place NO -PARK signs 72 hours in advance of the day that the work is to be done. #20903 ' � I I� 0 o N Q orRO LANE o 13 ' 13 AHEAD 12 ROAD WORK N = AHEAD I l - - - - - - - - - - - - - - - - - - - b LU Q 13 b 209TH ST SW IQ �oa' PLACE SIGNS BOTH SIDES OF WORK AREA i LEGEND ® 28" TRAFFIC CONE ® WORK PIT TRAFFIC FLOW FLAGGER WORK VEHICLE/ FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY ROW ROW- ENG20 19 005-8 9 CM F- W W I INSTALL 2" MPE IP MAIN 209TH ST SW I Q 2 00 1` AREA PLAN SCALE: 1" = 50'-0" aEsue ONO PROJECT 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: TYLER AVERILL CELL: 425-286-9155 EMAIL: tyler.avedll@pse.com BILLING QUESTIONS: PROJ MANAGER: LISA GRIFFITH CELL: 425-406-0121 EMAIL: lisa.gdffith@pse.com E STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 1 NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER 01443 A MINIMUM OF TWO NARKING DAYS PRIOR TO A PLANNED OUTAGE 2 INSTALLONEPOUNO ANODE FOR EVERY 1000' OF LOCATING WIRE INSTALL ANODE AND TEST LEAD HARES PER PSE GAS OPERATING STANDARD 25252300 5 MAINTAINCATHODICPROTECTON FOR STEEL MAINS BY THE USE OFGONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD26001300 4 INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 45151000 AND 4515.1020 AND PSE GqS OPERATING STANDARD 20001200 TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS 5 INSTALL CURB VALVE AT PROPERTY LINE OR 5/0' PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PFA PSC Ma OPLAATVq 6fAlOARD »101LOD 6 REFER TO PSE GAS OPERATING STANDARD 25251 TOO FOR MAIN AND SERVICE COVER REQUIREMENTS 7 MAINSAND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 252513 .252534W AND 25251200, AND PSE GAS FIELD PROCEDURE 47001500 B PROJECT MANAGER TO MAKE AN ACTIVE SERVICE RUN IMMEDIATELY PRIOR TO STARING CONSTRUCTION 9 INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525 2100 FOR INSERTONS AND 2525 3000 FOR ABANDONMENT OR DEACTIVATION 10 PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS 252521GO AND 25253000 11 REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE WE PIPE IS INSERTED 12 r *!WIERU73SNALL•E TAO2EDOkMPO[W/ILNEVEA POISW OR SET WDUtATORS ANO VENTS DUTTAOE PEA PSe OAS oPERA1WD•TANGARD S »n 2200A142 71601700. 13 REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 252521 DO AND 25752300 14 REPLACE ALL 'NO RECORD' SERVICES AND I -IA' PE SERVICES INSTALLED PRIOR TO 19SS 15 ACTIVE SERVICES TO BE REPLACED DENOTED BY: HOLE HOG TABLE -W CPrL.L FOR to C.A-TES S V C (II Fy C m L so" � �iNCyS * N V S T MMN7r M Ik M Ili (MUM 10F S' } 6 017,6NUIL + V V ER11641, 5,6PrARA--7/0IN �: cte M t,,rly \)'T It I �r jFS. LEGEND Detail Number 1 2 Sheet Location of Detail (a dash if on some sheet as the Plot Plan) Section Letter A Sheet Location of Section KEY TO SERVICE ACTION -W CPrL.L FOR to C.A-TES S V C (II Fy C m L so" � �iNCyS * N V S T MMN7r M Ik M Ili (MUM 10F S' } 6 017,6NUIL + V V ER11641, 5,6PrARA--7/0IN �: cte M t,,rly \)'T It I �r jFS. LEGEND Detail Number 1 2 Sheet Location of Detail (a dash if on some sheet as the Plot Plan) Section Letter A Sheet Location of Section KEY TO SERVICE ACTION T&T TEST & TIE SERVICE ApA REPLACE COMPLETE SVC T® REPLACE STUB AND TEST &TIE EXTENSION GASSEO UP PPELINE PIPE I FOREMAN'S DATE SEGMENT NAME KEY FOR PITS (SHOWN ENLARGED FOR CLARITY) 4' x 10' FOR TIE—IN 4' x 8' FOR TIE—IN 4' x 6' WINDOW CUTS FOR SERVICES 3' x 5' WINDOW CUTS FOR SERVICES O 2' x 2' POTHOLE PIT FITTER'S CHECKLIST (CHECK BOXTOCONFiRM CGMPLETON) ❑ Inepaded Steal eM PE pipe par GOS 24501400 eM 24501500 p Ren.wed.acaaWdrl.rumensw aor. O❑q Re p—di,sli rea in.ni. non ,,GO in percosz5001700 compNlaa poet inelawgw mapedien par cos zszs lzog am zszs z7ao LM Ma work area in a clean aM safe wndNon rel.AHr. swAAAe r«wKa rAM. (prw4q D4nsA4! DPr nw OMIT STANDARD GAS CONSTRUCTION NOTES: 1 FIELD LOCATE ALL UNDERGROUND UTILITIES.E%CAVATOR TO CALL'ONE—C TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-B00-024-5555 OR CALL HATIONNADE: 011 2 NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START(S EE PERMIT REQUIREMENTS) 3 ALL CONSTRUCTION IS TO CONFORMTO PIE GAI OPERAING STANDARDS AND GAS FIELD PROCEDURES 4 EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 015032M TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS 5 NOIFYPROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIESA MINIMUM OFPNOWORKING DAYS PRIOR TO BEGINNING CONSTRUCTION USE i5i TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT 7 HE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 25W IWO ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE 6 ANY CHANGE IN ROUTE, PIPE SIZET'PE,TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE 7 COMPLETE 'PIPE CONDITION REPORT ON ALL METALLIC PSE FACILITIES CHECK BOX ON REPORT FOR WARE BOX (TEST LEAD) INSTALLATION 0 PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PS E GAS OPERATING STANDARD 2525 2500 • IMTµITANN VALVES OMT Or IROPERAT SANOAM VALV[TAW7Af OHALLAES W AE LOEAOREIS aY NO tAHTMCTMPSI PSE OAS OR ALL VAL STAMER 2 PERSISTENT ALLSNOWFALL W VALVE• P M RE THE VA IS NOT READILY ACCESSIBLE, AND FOR ALL VALVE( WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX 10 TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER IM PSE REPRESENTATIVE 11. •r•T[M MuoT.arwTLO Av raT[wuAaP.n 14f4D 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 14, PURGEPOINI—PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARD525253300, AND 2121121 15. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2521—AND 252534w. 16 IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH PHoNe — 17 NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED ( 1DENOTES FOOTAGE BETWEEN FITTINGS IS EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOB 250022M (RECORDALL INFORMATION ON - CARD) CICI r) Kin-rce. 1 ALL DUPONT AND STY/ PIPES SHALL BE RETIRED PER SCOPE OF WORK 2 NOTIFYPRWECT MANAGER IF ADDITIONAL DUPONT ANDIOR STNMATERIALS ARE FOUND DURING CONSTRUCTION, INCLUDING AT OR BEYOND THE CONNECTION POINTS SAP BATCH YEAR & FOOTAGE SEE OF RETIRED MAIN MATERIAL RETIRED ORIGINAL JOB ORIGINAL YEAR PROPOSED LENGTH OF RETIREMENT ACTUAL LENGTH OF RETIREMENT 1-1/4" PEI 832D70 1983 560' 2" PE 9323493 1993 5' Verify Testing Requirements, Chart Vs Gauge GOS 2525 3300 sec 5, Table 5-1 and sec 5 5 GAS MAIN PRESSURE & TESTWG SeM-IMeler Service/Meter Service/Meter S.M.0Meler Ind Service Intl MSA Cis Reg /FT HP SVGMSA SVC Relive MAIN Relive ProjectManagerCOnlacllnfOrmah— Mar!eger LISAGRIFFITH C44PA ,e A25.4060121 E.M.Y. lira gdnh@pee wm "Locates Required" Yee ❑ No ❑ "Flagging Required" Yes ❑ Na ❑ Vicinity Map N/A ♦Io4o3 7e1n 4WaPW w:,� 0 A rn TT , FNIAN ner / Developer Contact Info : N/A N/A once Fa canlaO4 M10Y "1-0S6GLL PSE t:K5773) CALL 311 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG rRa--1-1Lou-n-c I —ES REAL ESTATE/EASEMENT PERMIT REVN DATE 1 BY DESCRIPTION FUNCTION CONTACT_iI PHONE NO GATE 1 PROJECTMGR LGRIFFITH 42,42_72 ENOR GA6 DRAWN BV YIAHARIA 425-424£614 11ION9 COUNTY EIn4T Sea OAS V/K CTft APPROVED BY TTAVERILL^ 425424-7838 1771N9 SNOHOMISH 4 SYSBTGPM CP APPROVAL IN SEC OP NAP PUT MAP PC APPROVAL SE 19-27-04 1B0 (>BB 163 Gas 11APPM6 GVNTAGI N/A WA WA PIIp11E• N/A N/A N/A PUGET DUPONT PIPE REPLACEMENT `�UN� 20903 78TH AVE W ENERGY EDMONDS, WA 98026 DESIGNED BY PSE V=20' END OF MAIN PEI CAP 2" MPE TbT 403'N CA & 21-W CA 20800 ___N CA & __'W CA CP TEST LEAD BOX COMPLETE (BRING WIRE UP IN BOX) NI1 N CA & __'W CA POWER I OVERHEAD LINE j 1 ELBOW 2"X90' MPE 21' W C/L 78TH AVE W �I� $ 403'N CA & 12'E CA III N CA W R/W 30' R/W E R/W (1 ' RR 1Iz III I T1E EDGING 14.5' 12' L 12' ASPHALT ASPHALT GRAVEL PARKING i -I "G AREA o SIT MPE 393-N iG 1982 _OIL ii 5/8" MPE 327-N 1982�- Lq' z rn a U N j 5/8" MPE 320'N 1982 4n - DEACTIVATE IN PLACE EXISTING 1-1/4" PEI IF MAIN 60* _ Ui I 2'CA IP MAIN P20PCA __EIPE Q = a_ w 0 � a a MPE 259-N ,! 5/9" MPE 257'N w 1982 I .I 1982 A A Wm m III II III MPE 188'N _ - - 1982 —_--s- �= — _ — — �8' MPE 188'N _ _ — _ _ 1982 p° m ---- 1982 N MATCHLINE A -A SEE SHEET 3 PLOT PLAN SCALE: 1"= 20'-0" Q EXIST. GAS � PROP. GAS 22'W CA 12'E CA SEWER WATER STORM DRAINAGE 17-W CA 10'W CA 17.5'E CA a SECTION Scale: NONE FITTER'S CHECKLIST (CHECK cox TOCONFIRM COMPLErIGN) ❑ lnfp4p45b.l ertl PE Poe prOOS N8q 14W.M2450.1500 ❑ R_and—O.Mr, ellgernMRYa �h1 ❑ Rewrtle4.11RKiWmdlnformebon on tlle.a-bui4 per G052500.17o0. ❑ CvaP dPPPaYrr.ane Olon MGM 25251200end 25252700. ❑ IM IM wpeav na4baaaN aak wndtlon fe�wss 6/dnaaaa . Foramerfa Name Mr.A 4880 Nil( Pmlect Manager Conlacl Inrormetbn: For wnmae below die11-888-CALL PSE (225-5773) Menage. LISA GRIFFITH CALL 611 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG Ce8 PAone: 4254D80121 E-Mall: (lee grkMh®pee wm THIS ecETCH HOTTI aE RMJE0 UPON FOR EUCT I—TION 'Locates Required" Yea ❑ No ❑ REAL ESTAIEIEASEMENT vERMIT of "Fleopirin Required" Yes r"l No fl �........." REVM I DATE BY 1DESCRIPTION FUNCTION CONTACT PHONE NO DATE PROIECi MOR L GRIFFITH 4254244472 ENOR-GAS ORAW14 BY M ZAHARIA 425-4244614 11tans 4 1 SYSSTGPM PLAT MAP UTAITIES N/A WA WA CONTACT N/A N/A NG PHONE/� WA N/A WA PUGEf DUPONT PIPE REPLACEMENT SOUND ' ENERGY 20903 78TH AVE W EDMONDS, WA 98026 BY PSE 42D3Htl 11 1 -.19 WA N/A NM SAP Sup Order Nbr 109114496 1"=2(F MATCHLINE A -A SEE SHEET 2 ClltlfA' Al2" RCP (S)=434 49 OI I �I 20904 78TH ACE W. I s DEACTIVATE IN PLACE EXISTING 1-1/4" PE I P LAMAIN / ROCK EDGED PNTER J 20912 78TH AVE W. W i R^y ROCK ECGED PLANTER Q _ 00 N s p 0 CU-ER- r IE 12" .RCP (N)=433.98 I —; CULVERT _a N E '5/8" MPE 40'N90 0/ti F a F � ry I982-O�`i...Ri t^!CULVERT - iE 12" RCP (N)=433.13 )--� SAC& M-4 IE 6" N (N)=433.45 IE 6" DI (W)=433.55PI 2. THICKENED EDGE OF ASPHALT SSMH, IF 12 ^rN-E4 RIM=435 38 CHANNEL V 2090J 78TH AVE W. PROPOSED PIPE 2" MPE IP MAIN 12-E CA ___'E CA 20911 78TH A✓E W -TEE 2"X2" INLINE MPE 20911 ' 19'N CA & 12-E CA � __'N CA & __'E CA r CULVERT IE 12" RCP (E)=433,33 O• COVERED NAIL ) r� STAND, 6 S. BOARD FE, FEh 209TH ST SW m @ PEI IP 22'Mt _91 1 / "\ (N,E)=426 13 20916 78TH A/E W / I ASPH ROAD BEGIN ROPE 4'S w N ILL w — a E CA 4 Oro m a N 5/g• j r Dew / 3i 3' sD.R0 FENCE 3' BDMm r�c� fry IE 12" RCP (w)caaaEie $� V •�j'� `8g` Asp" Q` CULVERT I I I I IE 12" RCP (E)=433.08 III III ?ASPH J m Q It N D/w 1= I 0 %1 ) III C II 11 I� III 20922 78TH All/E NL 1me 7802 209TH ST S.W.�f END OF MAIN 1, END ROPE p111� CAP 2" MPE 48'S CA & 5'E CA __'S CA & ___'E CA CP TEST LEAD BOX COMPLETE (BRING WIRE UP IN BOX) 909! S CA & ___'E CA 141 13d 7808 209TH ST S.W PLOT PLAN_ SCALE: 1 " = 20'-0" e DEACTIVATE IN PLACE EXISTING 1-1/4" PEI IP MAIN PROPOSED PIPE 2" MPE IP MAIN 19'N CA 'N CA _ > TIE-IN DETAIL - Scale: NONE r— PLACE IP MAIN CUT & CAP CAP 2" MPE 21-N CA & 22'W CA ___'N CA & ___'W CA TIE—IN, INSTALL TEE HV 2"X2" MPE 19-N CA & 22-W CA ___'N CA & ___'W CA TEE TAP 2"X5/8" HDPE (GAUGE TEE) ___'N CA & 'W CA Project Manager C. .1 Information: For wnlads below dial 1-088-CALL PEE (2265773) M.n . LISA GRIFFITH CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG Cell Phone: 425dOB0121 E-Mail: lies gdlNh®Pee com rro.xtsrcnrgr rb4a 1r6.0"/p"rot FAKl.gGrpd War.w a.bvnta "Locales Required" Yes ❑ No ❑ RFJ1l E9TATEIEABEMENi ERMIT "Flaooing Required" Va. 7 No El �...... REVA DALE BY DESCTBPTION PUNCTNNJ CONTACT PHONE NO DATE PROJECT Ma R C_=FfTN 425-4244472 [EMIR - GAS DRAWN BY M ZAHARIA 4254248614 1J10/19 CHECKED BY M COUNTY EmsrBM OABWXCTR APPNOVEDBY SNOHOMISH 4 SVSBTGPM CP APPROVAL 114 SEC OP MAP PLAT MAP PC APPROVAL FITTER'S CHECKLIST (CHECK eox ro CONFIRM COMRElIGNI Be tF774N 1W t1se 163069 MAPPRKi ❑ Irrspe.Ied Steel aM PE plpe per G0S 245 11 aM 24 l5 ❑ Rw4w4aM c.mgiedvmm an conxm von rotes ❑ Recorded ell requinaimom,soon on the asnuin parGOE 25GD.t76o JOINT/ACILRIES ARRANGEMENTS ❑ Complebd postirelelhtlon lnspeMbn per GOS 2525120geM 25252rgq UT4.ITIES WA N/A MIA ❑ Lendlew.r, are. I..cleaneM safe ­ft.. CONTACT N/A N/A WA P1/ONE4 N/A N/A NIA F<t4"e.sY Sv_ F.remen'e N.me(pdntetl) PUGET SOUND DUPONT PIPE REPLACEMENT - ENERGY 20903 78TH AVE VV 4680 66/11 EDMONDS, WA98025 !SIGNED BY PSE 4LTd66-W)11 1 W-lu I N/A N/A W Sup Order Nbr 109114496 Jrewing Ngmbe! E PAGE 1"•2D 314 / CB �O O O O O 0 O O 00 FILTER SOCK WITH OVER FLOW HOLES e a CATCH BASIN 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, MIRAR 10OX OR EQUAL 2"N 2"x 14 GA. WELDED WIRE FENCING OR EQUAL. B _B. 2._B. I 4gbT� (Np) 1 2*x4" DOUGLAS FIR NO. 1 GRADE OR EQUAL ELEVATION SILT FENCE DETAIL NO SCALE ;a'Cws1WITEa%sawix.'. �O •:�rtrt �r�1eC •UAW WOVITE• CB INLET PROTECTION EXIST PAVED STREET NO SCALE NEWLY GRADED OR DISTURBED SIDE SLOPE R 20 GA. 12" WIRE TIE BACK Mom• 3 �1 WASHED MIN. ___I �I WASHED GRAVEL GROUND U '-'BURY FILTER FABRIC IN A U 8" x 8" GRAVEL -FILLED TRENCH B SECTION TRENCH NOTES RESTORATION REQUIREMENTS f8-040 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. 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, CAT H ASIN 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. S. 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 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 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 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 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. 18. 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 PRECONSTRUCT10N 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 INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. Foroonlada below d1a116B&CALL PSE (M2 5773) CALL S11 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG r,•e oarcr. ror ro k Ilu�Pwurfw r.rcr raurann rsarno r�ana� REAL ESTATE&ASEME)" PERMIT REVN DATE BY DESCRIPTION 1FUNCTION CONTACT I PNONENO DATE PROJECT MGR L GRIFFITH 1 4254246472 EHOR. GAS DRAWN BY MZAHARIA 1 42 4246614 1 1I10/19 SE n Sed OASWKC 4 SYS MAP PLAT MAP JOINT Puw DUPONT PIPE REPLACEMENT 10 SW% 20903 78TH AVE W EDMONDS, WA 90026 DESIGNED BY PSE N/A I N/A NM BOM for WO: 109114496 ITEM QTY DESCRIPTION PART NO. 9 2 CORROSION PROTECTION BOX FOR TEST STATIONS 5000307 8 587 WIRE #14 COPPER TRACER 8500940 7 587 PIPE 2" COIL IVIED DENSITY 7000261 6 1 TEE 2" X 2" MDPE INLINE TEE 7800362 5 1 TEE 2" X 2" MDPE HV 9996711 4 1 GAUGE TEE HDPE 2" 9999565 3 1 CAP 5/8 MECHANICAL PE 5200551 2 1 ELBOW 2" X 90 MDPE 6000484 1 3 CAP 2" MDPE 5200649