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ENG2020-0104RIGHT OF WAY EUC PERMIT City of Edmonds ww.cityofedmonds.gov Description: PUD-INSTALL UG SECONDARY RISER ON EXISTING POLE ISSUED: 03/23/2020 Address: 20020 83RD AVE W EDMONDS WA 98026-6726 EXPIRES: 09/23/2020 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00431200000201 NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 OWNER EVANS REGINALDJ 20020 83RD AVENUE W, EDMONDS WA98026 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 91 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 1- JUw&tqa 3/23/20 RELEASED BY DATE Printed: Monday, March 23, 2020 12:08:35 PM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • ., 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 • �� INSPECTION TYPE DATE RESULT NOTES lip COMPLETE X-2 ENGINEERING FINAL** Printed: Monday, March 23, 2020 12:08:35 PM 2 of 2 ISSUE DATE: 1 --RIGHT-OF-WAY CMSTRUCTION PERMIT APPLICATION CONTACT: CONTRACTOR: > v Phone #: 'LA I S_ to -ID _ 7L 2 U Mailing Address:-0 ®X ` Thg #: #: 5D'.,�a.-� vS�. `iv . VJ �, . �L�ZO� Email #• City Business License #: ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 2-0 ROW WORK ASSOCIATED WITH THE FOLLOWING- TYPE OF PROJECT: � ❑ Commercial ❑ Subdivision ❑ City Project Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other EUC (PUD, VER(ZON, PSE, COMCAST, OVWSD): Is.this permit part of a blanket pennit? ❑ Yes ' j No ANY ASSOCIATED PERMITS? BLD# ENG# a DESCRIPTION PROPOSED WORK (Be Specific): _ _..._._.. A K0 WAS STREET OVERLAYED WnU N: THE LAST FIVE! 'REARS? - YES.❑ NO.❑ bear: PAVEMENT CUT: ❑ Yes ( No If yes, vindicate size of cut:. x CONCRETE CUT: ❑ Yes [4 No If yes, indicate size of eut: - X. RIGHT-OF-WAY AREA CLOSURE TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X I LF. SF Alley 72 Hrs + LF X LF SF -SF Parking 72 Hrs + LF XLF 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 maybe 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 C DATE( C retractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1001t (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM SHOULDER TAPER LENGTH = L13 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 1 30 1 35 1 40 1 45 1 50 1 55 60 65 70 8' 40 40 1 60 1 90 1 - - - - - - 10' 40 60 1 90 1 90 1 _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' Applicant shall repair/replace all damage to Owner/contractor is responsible for utilities or frontage improvements to City erosion control and drainage. right-of-way per city standards that is caused or occurs during the permitted project. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100' 1 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 1 30 60 25/30 1 20 40 O 9 b 4 ® ® �¢ WORK AREA X X L/3 B R 50, 48' ROAD <WO>R WORK Utilize shoulder closure TCP where ENGINEERING DIVISION AHEAD 48 10' minimum travel lanes can be APPROVED AS NOTED: W20-1 W21-5 maintained. If one lane closure NGRIGGS Date: 3/23/2020 required to complete work, utilize attached TCP. NOTES LEGEND 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. O CHANNELIZING DEVICES (40 MPH OR LESS) PROTECTIVE VEHICLE NOT TO SCALE FILE NAME S:\Desi n R P& SW-Standardsl2-Plan Sheet Libra 101-Published PSL\ TC Work Zone Traffic Control\ TC-5 Shoulder Closure - Low Speed 40 MPt or Less)\TC-5.dgn Plot 1 TIME 2,59,41 PM —TE FED.AID PROJ.NO Amokxnx asr DATE 1/212018 Y�/� PLOTTED BY Ilddslf WAS �I/ TCS� DESIGNED BY Joe xo..Ex ENTERED BY Washington State sxra. CHECKED BY cox.xnm x iounox xo. Department of Transportation or PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT I > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 300' ONE LANE .� ROAD AHEAD 48" 48" W20-4 48. W20-7A ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20.1 W20-7111 W20.7B (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES PROTECTIVE VEHICLE SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800't RURAL ROADS 45/55 MPH 500'i RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100'i (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50. TO 100' 6 DEVICE MIN I I R O RK AREA 59TO 100' 6 DEVICE W20-7A ONE LANE ROAD AHEAD� W20-4 W20_7B (OPTIONAL IF 40 MPH OR LESS) 481, 48' BE ROAD PREPARED WORK To STOPrr AHEAD 48" 48" 48. 48' Or . W20.713 ONE LANE W20.1 ROAD AHEAD 48" 48" W20-7A W20-4 BE PREPARED > W20-713 IONAL IF 40 MPH OR(OPTLESS) TO STOP 48' W20-7B 48' ROAD CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 1 10 TO 20 40 WORK NOTES AHEAD 48' 1. ALL SIGNS ARE BLACK ON ORANGE. ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. Plot 1 TIME 3:05:14 PM s•"•s "WAS FED.AID PROJ.NO. .e " E Amokxnx � �I/ Washington State Department of Transportation .ss TC7� DATE 1/212018 PLOTTED BY Ilddelf DESIGNED BY +". x... Ex sx.E. o. ENTERED BY CHECKED BY c"x.xnm x"wnox xo. TRAFFIC CONTROL PLAN PROJ. ENGR. REGIONAL ADM. REVISION DATE BY f 04.30' / r r r ,' /EE - f- - // E / _ ' /31 ' ACCESS, DRgIN' 18• /' ,' / i APPROX. DSHED CF� L1A PEMAIN) �rrilr�i i�iiri ; , : :: ' ::.: & UTIL. ESM'T / / / (BENIFIT 2) ' 6 _ 5 00 �o I —i / —. � ::,fit, .•�'+p•0,•` ;•:.- .:. •..�.. .. — � r / GARAGE -OF- --_� ✓� / FF-420.8 /I EXISTING . t• . ''.� .' 10' l CEN7E LW. � '/� (TO REMAIN) �, DRIV WAY L s CBik3, °r EX' r 1 i , -28LF0 4" ®2. ------ _ CON—,CEPTUALCORBCOPL.. SIND l i ASPHALT THICKENED 2 ROWS OF 36"0 T2 / EDGE TO DIRECT RUNOFF r ' - ' / W/36"0 MANIFOLD o D / r / :::....:,:' '`::'. 10 CONVEYANCE SYSTEM �---- 3,596 SF. p //• : .. r / _ _,— ..�.. , _ _ — _ / / , �04 CONTROL CATCH &� �I p °p // ° •_ .3 �D EDED..:CUREr //' ; DETAIL, THIS SHEET ° DIRECT RUNOFF - - - - - - / ALONG DRIVEWAY. SEE DTLr 7?-522, SHEET 5. �� ,20 STORM ESM7 CONCEPTUAL SFR FOq�fPRINT ° .. � �' • � � .•0 i i I � i i V `� I I .' . 30LP 6 S3.50 D INSTALL NEW STORM STUB FOR �' /' SD / 2 14 FOOTING DRAINS AND POTENTIAL S r r' � p �w , / I % LOWER ROOF AREA RUNOFF BYPASS - --------- I �7�rrirr�iTr/ I toI,1 r I r IE=/401.II- �� I EX. , 1 I g T GROSS=11,731 SF. E 20020 i i NET=81841 SF. LOWER FF=416.9' r- (/ UPPER FF=424.2'�r0 �i (TO REMAIN) �- / L AVEI ,ENSURE 5' BEHINq NEW 15UTILITY" r r SS EX. -' 104.28' ESMT LL NEW URI BEHINI 00 / 30.01 398 9'10'39"W 194.28' ANGLE U7lLITY Nl\� ,, I / © - EASPAEArT / C 1 ACROSS- CORNER 6 _ 412 0) OF LOT 1 AT 1:1 ---- �, ./ //. / RE PE FOG 3 / CEN7E LINE A, O0431200000302 � 3g FILBRUN JOSEPH R & DEBORA I /' ( r� �/ 20102 83RD AVE W, EDMONDS WA 98026 = PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 20020 83RD AVE W ED LYNNWOODAREA POLE NO. 9355 NE1/4S 19 T 27 R 04 DATE 3/1/20 ORDER 100060402 REASON FOR WORK INSLT UG SEC RISER PED ENGINEER MCALLISTER OPERATION 60 DRAFTER U.G. NO. SCALE APPROVED & DATE PRINTED DATE WORK COMPLETED FOREMAN FEES REQ'D ■ YES ❑ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. -1@$ =$ SECONDARY OVERHEAD NESC VIOLATIONS BASIC FEE s ❑ NO ❑ YES (SEE NOTES) @$ _$ PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE METER/CONV. POLE s PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COUNTY ❑ COMMERCIAL ■ CITY BASIC FEE s EASEMENTS LEU NO. @$ =$ ■ REQUIRED ❑ NOT REQUIRED SECONDARY UNDERGROUND BASIC FEE s DATE RELEASED @$ _$ UNDERGROUND PLAT FOREIGN CONTACTS ❑ JPN# BASIC FEE s FT.@$ '=$ ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV STREET LIGHTING ■ N/A rL FT.@$ _$ POLE STENCILING WORK IN RIGHT OF WAY FROM TO ❑ PRIMARY TAKE OFF POLE ❑ SECONDARY PRE-CONST. REQUIRMENTS ❑ TREE TRIM ❑ PUD LOCATOR q FT.@$ _$ MISCELLANEOUS FEES ❑ BACKHOE ❑ FLAGGING VAULT s ■ ONE CALL DATE PERMIT s No. STREET LIGHTING ❑ YES ■ NO s CSLER s s M&R AS -BUILT s GIs TOTAL DUE s DATE PAID GIs QC M&R GIs Ph JOINT USE RECEIPT NO. LOCATION MAP PAGE 475 A2 SERVICE ORDER NO. LEGEND: O EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE )10 NEW POLE TO REPLACE EXISTING POLE DATE SUBSTATION PRV CIRCUIT NO. 126 PHASE 2 ENGR'S TEL. # 425-670-3216 ENGR'S CELL # 425-501-1254 11111411 O POLE 9355 INSTL UG SEC 3m PVC FROM POLE 1 1 LOCATION G D25-389382 TO STAKED LOCATION FOR N 7 1 • " NW OF POLE AT 9355 25-389382 SL-114332-A