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ENG2020-0521 PERMITRIGHT OF WAY EUC PERMIT City of • • • ...0iENG2020-0521 www.cityofedmonds.gov Description: PUD-REPLACE CROSSARM ON EXISTING POLE ISSUED: 01/11/2021 Address: 24015 84TH AVE W EDMONDS WA 98026 EXPIRES: 07/12/2021 it Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00491100000108 I 11-14111 a W NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 OWNER CAMNEL PROPERTIES LLC 24329 HWY 99, EDMONDS WA 98026 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 J. Majutgal 01 /11 /2021 RELEASED BY DATE Printed: Monday, January 11, 2021 12:53:38 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • Ave•:• •ENG2020-0521 www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS 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 REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. 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 from the HOLD HARMLESS issuance for 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 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. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" Printed: Monday, January 11, 2021 12:53:38 PM 2 of 2 WO# 100010025 nF EVA,1(-), INC. I sc) u ROW PERMIT NO.: ENG 2020-0521 ISSUE DATE: 1/11/2021 RIGHT-OF-WAY CONSTRUCTION RECEIVED PERMIT APPLICATION Dec 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT NAME: Replace Arm & Add Protection CONTRACTOR: Snohomish County PUD Mailing Address: PO Box 1100, Everett WA 98026 State License #: City Business License #: CONTACT: Bryan Gregory Phone #: 425-783-4413 Fax #: Email #: bjgregory@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 24015 84TH AVE W. EDMONDS 98026 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project Z Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other M EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : PUD crews to replace the existing crossarm on existing 50ft pole located just north of 24015 84th Ave W. Replacement of this arm will allow crews to install new fuses and cutouts to protect the smaller wire crossing Highway 99. No tree trimming or excavation is required. Night work may be required in order to accommodate a power outage to commercial customers. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes No If yes, indicate size of cut: x RIGHT-OF-WAY CLOSURE AREA 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. SIGNATURE / DATE 12/30/20 ontrac r or gent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE SCHEDULE JOB START INSPECTION ON DAY(S) OF WORK. WORK ON SHOULDER OR PARKING LANE IF TWO 11' TRAVEL LANES CANNOT BE MAINTAINED, UTILIZE SINGLE LANE CLOSURE TRAFFIC CONTROL PLAN (ATTACHED). NO ENCROACHMENT ON THIS TRAVELED LANE 1S PERMITTED. IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. ENGINEERING DIVISION APPROVED AS NOTED gjti 01 /07/2021 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 2 4 0 T H S T SW OWNER/CONTRACTOR IS RESPONSIBLE FOR - - - - - - - - - - - - EROSION CONTROL AND DRAINAGE ZTN­1111111110- 0 0 0 0 0 0 0 0 0 SHOULDER O O �® ME] O 0 0 M M M X X L/3 B R X 48" x 24' 50' (100' FOR SPEED END SHOULDER LIMIT 45 MPH ROAD WORK G20-2 WORK OR ABOVE) (OPTIONAL) ROAD WORK AHEAD W21-5 W20-1 W20-301 SHALL BE USED FOR SPEED LIMITS 45 MPH OR ABOVE SHOULDER CLOSED W20-301 IF USED, W20-301 SHALL BE PLACED BETWEEN W20-1 AND W21-5 USING SPACING DISTANCE (X) FOR PARKING LANE CLOSURE, NO PARK BARRICADES REQUIRED WITHIN CLOSURE AREA 1 PARKING FROM 0 TO 0 TOW AWAY AREA DISPLAYED 72 HOURS 1N ADVANCE OF CLOSURE MINIMUM LANE CLOSURE TAPER LENGTH = L (FEET) LANE WIDTH POSTED SPEED (MPH) (FEET) 25 1 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 TABLE 1 N NORTH I GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. 5. ALL SIGNS MINIMUM 48" X 48", UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE TABLE 1 FOR SPACING DISTANCES. 7. ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 70 LENGTH (FEET)l 155 1 200 1 250 1 305 1 360 1 425 1 495 570 1 645 730 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 MPHI > 55 MPH < 45 MPH 45-55 MPHI > 55 MPH 100' 1 123' 1 172' 74' 1 100' 1 150' SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55-70 MPH 1500'± RURAL HIGHWAYS 60-65 MPH 800'± RURAL ROADS 45-55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350'± RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25-30 MPH 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50-70 40 80 35-45 30 60 25-30 20 40 LEGEND: O CHANNELIZING DEVICE PORTABLE SIGN AND SUPPORT ®® WORK VEHICLE WITH FLASHING LIGHT WORK AREA RECEIVED Dec 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 a 0 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 24015 84TH AVE W, EDMONDS 98026 LYNAREA POLE NO. 269852 SE1/4S 31 T 27 R 04 DATE 12/29/2020 ORDER 100010025 REASON FOR WORK REPLACE XARM AT PLI 269852 ENGINEER B. GREGORY OPERATION 0030 & RE —INSTALL 100T FUSES DRAFTER U.G. NO. SCALE 1' 100' APPROVED & DATE PRINTED DATE WORK COMPLETED FOREMAN FEES REQ'D ❑ YES ❑ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. DATE SUBSTATION RICHMOND PARK CIRCUIT NO. 12-5217 PHASE 123 ,@$ I=$ SECONDARY OVERHEAD NESC VIOLATIONS BASIC FEE S ❑ NO ❑ YES (SEE NOTES) Da =$ PERMITS (DATE GRANTED) METER/CONV. POLE g ❑ TREE TRIM PRIMARY UNDERGROUND ❑ STATE ❑ RESIDENTIAL ❑ COUNTY ❑ COMMERCIAL ❑ CITY BASIC FEE S ❑ LEU NO. EASEMENTS @$ I=$ ❑ REQUIRED ❑ NOT REQUIRED SECONDARY UNDERGROUND BASIC FEE S UNDERGROUND PLAT BASIC FEE S CL FT.@$ '=$ STREET LIGHTING ri FT.@$ '=$ WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY CL FT.@$ '=$ MISCELLANEOUS FEES VAULT S PERMIT 3 9 s TOTAL DUE S DATE PAID RECEIPT NO. SERVICE ORDER NO. ENGR'S TEL. # 425-783-4413 ENGR'S CELL # 425-530-5576 DATE RELEASED FOREIGN CONTACTS ❑ JPN# ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV ❑ TO RICHMOND PARK CKT# 12-5217 POLE STENCILING FROM TO TAKE OFF POLE PRE-CONST. REQUIRMENTS ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ❑ FLAGGING ❑ ONE CALL DATE No. STREET LIGHTING ❑ YES ❑ NO TO RICHMOND PARK CKT# 12-5217 M&R AS -BUILT GIS GIS QC M&R GIS Ph JOINT USE LOCATION MAP PAGE 474-J3 O EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE NEW POLE TO REPLACE EXISTING POLE OA POLE PLI # 269852 REPLACE EXISTING XARM W/ 13' MEDIUM DUTY FIG DEADEND ARM (X0203) REPLACE PORCILEAN XFMR BANK CUTOUTS W/ NEW POLYMER CUTOUTS (RO103, E0202) INSTALL (3) NEW LBCO'S FU 100T (RO103, E0202, E1100) TO PROTECT #2 ACSR TO EAST SEE ATTACHED POLE FRAMING DETAIL RECEIVED Dec 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 20 PLAN VIEW Ld SCHEMATIC > Q 1" 100' N T S 3914 eijulr 0530-A � 0 3 - 02t'Fl 3916 37 M 0 00 � 216 23916 - - _ 23916 F65 75 N 18- 8/02 23916 (3) 336 AAC (1) 3/0 AAC a (3) #2 ACSR (1) #6 Cu 15508 -7395 Y N 25 r, 6 AL-106679-D SL-CUST 0 12 3 2 5 O 122727 23 0 3930 1 25 SL-128794 G 0 0 23930 F65 281133 F15 BEFORE = �T GRAVEL A EDG ~ 240TH SW SHOULDER PAVEMENT N 8418-M 2698` 0 © L GUST 15 38 8 15510 25 37 M � N 02 0 25- 8691 � � SL-CUST W 25 F65 75 37-4 02 18-18-18 98690 25 (3) 336 AAC (1) 3/0 AAC L (3) #2 ACSR F100 (1) #g A 81 --------- 123 06180-A R-129H CU M --------- SL-C N 2 5 O 0 FU65 4 5 0 12 3 25 281135 4015 F65 25 S 25-456204 F15 AFTER ---- SHEET 1 OF 1 FRONT VIEW (LOOKING WEST) /I'-- C0540 ►EXiINiN a WEST RECEIVED Dec 31 2020 T 0 P VIEW CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT X0203 Z0102 T03031, J / T0301 I0321 In �S T i