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ENG2020-0211OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds AveRIGHT 9:01 1 1 www.cityofedmonds.gov Description: ZIPLY RESTORATION WORK FOR EXPIRED ENG2019-0364 ISSUED: 06/12/2020 Address: 8820 MAIN ST EDMONDS WA 98026-6929 EXPIRES: 12/11/2020 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00723100000100 i NAME TYPE NAME ADDRESS PHONE APPLICANT ZIPLY FIBER 3831 204TH ST. SW, LYNNWOODWA98036 (425)712-3206 CONTRACTOR PACIFIC CABLE CONSTRUCTION PO BOX 573, WOODINVILLE WA98072 (425)348-7735 OWNER JENSEN JANET M 8820 MAIN ST, EDMONDS WA98026-6929 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL 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 posession. RESTORATION 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 WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds 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 but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW NATALIE GRIGGS 6/12/2020 RELEASED BY DATE Printed: Friday, June 12, 2020 12:42:14 PM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • •:• •ENG2020-0211 ., CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted project. ALERT AFFECTED RESIDENTS AND/OR BUSINESSES PRIOR TO WORK START. VERIFY CLEAR BORE CROSSINGS. ENGINEERING OTHER RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS. CALL FOR REQUIRED INSPECTIONS AS NOTED. ESC REQUIRED Maintain erosion & sediment control per city standards. 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 HOLD HARMLESS 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 nor limit in any way the City's ability to enforce any ordinance provision. 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:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam to 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. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES • L INSPECTION TYPE DATE RESULT NOTES lip COMPLETE E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" E-7 CONCRETE SIDEWALK Printed: Friday, June 12, 2020 12:42:14 PM 2 of 2 j OF EDA4O�Qs ANC. 1 g90 RECEIVED 6/10/20 ROW PERMIT NO.: ENG2020-0211 ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 5235586-2018 CONTRACTOR: PACIFIC CABLE CONSTRUCTION Mailing Address: 101 E. MARINE VIEW DR. EVERETT, WA 98201 State License #: 3636COV1096 City Business License #: PACIFCC954Pd ADDRESS OR INTERSECTION OF CONSTRUCTION: CONTACT: STEVE SZEKELY Phone #: 42s-712-3206 Fax #: NA Email #: SnVE.SZEKELY@ZIPLY.COM Liability Insurance El Bonded ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: Ll Commercial Subdivision Ll City Project 0 Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other ® EUC (PUD, ZIPLY, PSE, C: )MCAST, OVWSD): Is this permit part of blanket permit? ❑ Yes No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : _ ZIPLY REMOVE ONE JOINT PUD POLE AND TRANSFER AERIAL FACILITIES TO NEW JOINT POLE, FIXING S/W PANEL AS WELL USING ONE LANE CLOSURE TCP WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES 0 NO Year: PAVEMENT CUT: ❑ Yes © No CONCRETE CUT: ❑ Yes ® No If yes, indicate size of cut: x 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 I X LF SF Parking 72 Hrs + LF X LF SF I .%2 DAY 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-I55-305 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 wort: 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 requirem t in order f the ermit to be valid. SIGNATURE DATE O Co ractor r Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE O n TT RnAD ■ WOR4� � AHEAD T - D -)NE LANE ROAD AHEAD D rl TABLL A — slGiv �,PacING - - x RURAL HIGHWA iS 60/65 MPH 800' RURAL ROADS 45/55 MPH 500 URBAN ARTERIALS 35 40 MPH 350' RESIDENTIAL & BE BI_ISINES DI 25/30 MPH 100'_ _ n PREPARED URBAN STREETS �)5 MPH OR LESS 100" TO STOP D TABLE L II MIMNIMUM TAPER LENGTH (L) IN FEE F LANE Posted Speed (mph) WIDTH 25 30 35 40 45 50 55 60 65 70 -(feet) it 1151 165 225 2951495 550 �605 660 12 1 1251 1801245 320I540 600I660I720 _ m CHANNELIZING DEVICE SPACING (FT) MPH TAPER TANGENT 0 z Om 50/70 40 80 < m 35/45 _ 30 60 m �u 25/30 20 40 C/) 0 Z > 0 O z < Ocf) N m0 ry 0 Z O N O N O l E: 'I FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE DISTANCES MAY VAR) AS APPROVED BY THE EN(_INEER 3 FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW 10 ACCESS THE WORI', SITE WITH MATERIALS OR EC)UIPMENT OEND- +`1 CONE OR CHANNELIZING DEVICE ( SEE STD 70C ) ��ais'► Avoi ON3 Q G ENO t.Ae 1.vl `' I I 0 - Z rTi m n c� 0 m M S2 M m C ; P0L:�' D o �g z OL m n gym of. 0 (A m O G_ BE REPARE I U F(( F D I (,NE LANE ROAD AHEAD I ROAD WORk AHEAD A F 1= I c_ C) 1\1 T R c-) l_ � n LANE WA'I RD, 1 LANE C I RF)NITIFR— NAAINI 1 h 5235586 2018 WORK ON SHOULDER OR PARKING LANE 'I( S�N��O�F101.IISH COUNTY !J FLMD fV. is UInIfY OISi71KT hlo I. PROJECT — LOCATION _ ENGINEER PHONE CELLULAR t , , SPEED LIMIT SIGN __ SPACING A. B (FT) ...._SHOULDER T/�PER (F C) (10 SHOULDER) Q BUFFER (FTER 25 200. 35 55 30 200 50 85 35 350 70 120 40 350 90 170 45 500 150 220 50 500 170 280 55 500 185 335 O � - 0 w O u- oat O ® W ® W ®: o O s � o In StIUULUER,' VON W21-5 m - ROAO A1JRK W20-1 A11 F. A0 _,�SFIOULDER OR PARKING LANE TRAFFIC CONTROL PLAN DATE ORDER a 0 w co E 0 0 UN v W 0 lz 0 N N co N � a�- 001 1 Y 1 0 0' 3 i r\ >o wW � F. z 0 X SIDEWALK 12.9' Pe - I- gck," eFlt xt T Ta puo O-m ( Z't I t. 0 q -0 tWsTALL. Slof v AL" TO to A I NTA) ti S' M jA4Mtt ►•i. PLANTER CURB 2' -6" SAWCUT f � I w• )/ 5 r ,v � t5' ..x: r .�'�� .'fit ', ��,�,"��' ..� P:•s �' .. �_� !,` a s YT - K Wtk, 46 • ,,.:�_.. .tit::. a!' y ,� -,,. . '.10w•. .lsa:�')'+r.+�� .�'L'�"•�1�.,.r1t•:wL i.. .. - ... .f ••-• .hreY I,;': 0 . `ice � '1�,' r. �,� •i ". �' r � :i �N • � � .i% �= '"' ' t try r �'Y1 /• / Y.. .•.y~'fir \ a � �'�w �'• �1 -^ .�N- '1 {"�Jr. �!l�IY"7•'*. is �' o. .i '�'109 ik•. 10' rvnwuci�u 10' O.C. PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1 /2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COE STD DTL TR-521 _ 2% MAX a a 1/.2" a /I d - A - - - DUMMY -A& 41QLA Cf jIf)r_ rtUt- �s�FC►S �cQI�NS�a� qN D Q wfA tl J% 1MS. 4.. 1 /2" R .a • • . d a a7 A "-- 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SEE NOTE 9 NOTES: SECTION VIEW (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE 4" RADIUS CITY OF EDMONDS CONCRETE SIDEWALK PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH 1' REVISION DATE OCTOBER 2018 STANDARD D ETAI L TR-531