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ROW PERMIT ENG20180440.pdfCITYOF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBS * STATUS: ISSUED ENG20180440 RIGHT OF WA)" PERMIT ('6-EIJC) Permit Number: ENG20180440 Expiration Date: 04/11/2019 Job Address: 19125 OLYMPIC VIEW DR, EDMONDS Location: 19125 OLYMPIC VIEW DR PSF/Infras ounce P SE/Infrasource GO Susan att: Sidick C/O Susan att: Sidick 1660 Park Lane 1660 Park Lane Burlington, WA 98233 Burlington, WA 98233 (425)457-6353 LICENSE #: infrasl871c2 EXP: 02/22/2019 Work area is approx WE c/I of Olympic View Dr & 241' S c/1 of Cherry St . To replace gas service (1) 4x7 asphalt/ soft surface cut anticipated. ASSESSED VALUE: WOO PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 3 X 5 } PARKING ( OXO ) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0,00 ALLEY: ( 0X0 I DURATION IN MONTHS: 0 FEE: $0,00 INDEMATTY 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 RESPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONEYEAR FOLLOWING THEFINAL INSPECTION AND ACCEPTANCE OF THE W ORK. • 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 (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT.1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS THIS APPLICATION IS NOTAPERMITUNTIL SIGNED BY THE CrFY ENGINEER OR HIS/HERDEPU"IY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACE PROVIDED, BY Printed: Thursday. October 1 I DATE ❑ FILE COPY ❑ INS PECTOR COPY ❑ APPLICANT COPY STATUS: ISSUED ENG2O18O44O • 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. • Conformto approved working drawings and Traffic Control plan. • Verify clear bore crossings • Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 • Maintain erosion & sedimentation control. Keep street clean.. • Call for required inspections as noted. • Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. • Applicant shall repair/replace all damage to utilities or fiontage 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 from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOamto 6:OOpm on weekdays and 10:00am and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all othertimes 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 ofthis 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. • &Traffic Control • E-Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: -9 Of EO r�). RECEIVED OCT 0 3 2018 ENGINEERING DIVISION ROW PERMIT NO.: ENG \CCMt� ISSUE DATE: RIG�HT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 107057238 CONTRACTOR: PSE/Infrasource Mailing Address: 1660 Park Lane, Burlington, WA 98233 State License #: INFRASL871 C2 City Business License #: NR-025677 CONTACT: Sue Sidick Phone #: 425-457-6353 Fax #: Email #: Susan.Sidick@pse.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 19125 Olympic View Dr ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: 0 Commercial ❑ Subdivision City Project Traffic Control (Only) ❑ Multi -Family ❑X Single Family Fj Other ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Yes 0 No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : work area is approx 1 O' E c/1 of Olympic View Dr & 241' S c/I of Cherry St . To replace gas service (1) 4x7 asphalt/ soft surface cut anticipated WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES 0 NO E] Year: 104 PAVEMENT CUT: Yes No If yes, indicate size of cut: 3 x 5 CONCRETE CUT: ❑ Yes ❑ No If yes, indicate size of cut: x RIGHT-OF-WAY DURATION AREA TOTAL CLOSURE (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. R a ppa^ms ouMupalSUSan Sidick 10/3/2018 oSIGNATURE 't vloll -ono DATE Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Job #: 107057238 Date: 9120/18 Address: 19125 OLYMPIC VIEW DR Jurisdiction: EDMONDS City / Zip: EDMONDS, 98020 ROW Permit: Yes Customer: CHARLES RAPLEE 206-650-7391 Est. Start Date: 12/10/18 PM / Inspector: Kevin Williams 425-691-7573 Est. Duration: 3.1/2 gays (28Hours) Job Description / Scope of Work From 4" STW main replace 1 1/8 quad service with new 2" PE main 235' to end of private dr. T&T 19117 and 19129. Extend new stubs for both 19121 and 19125 aprox 40' 1 1/8 PE each and tie back into 5/8 PE at property lines with 775's and 1 1/8-6/8 reducers. Also upsize meter to AL- 425 @ Inches for 19125 at existing meter location. PLAT Map: 161.067 Cherry STIT Soft C-4W.A. ) CO .... ROW 55' .. ........ A250 15GS 11 C) NN ' ............... I N I N 19121 > NI Q 11 19117 E N I 5/8" PE O MN 1984 T&T M Ivili"I stub r t New 2" PE Main T&T NN I N 5/8" PE 12"— + A250 29CIS 0 a Fire Hydrant 1 9 129 Work Location 10, E I of CL Olympic View DR & 241' S of CL Cherry ST All Scat / Trenchless it N 19112 Size of Cut Surface 47 Asphalt of CL & of CL of CL & of CL Service Information Street Information Job Type Diameter: 1-1/8" PE Flaggers #: Arterial: New Residential Main & Svc EFV: m 1-1/8" - 775 - 9995252 Police #: TCP: Yes Tie -In Fitting Meter: A425 Speed Limit: 25 No Parks #: 6 Meter Loc: 03 - OL Trolley Lines: Mtr Hoods #: Del Press: 6" WC. 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