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ENG2019-0389OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds EdmondsRIGHT 9:01 1 :' www.cityofedmonds.gov Description: PUD-REPLACE BAD ORDER POLES IN VARIOUS LOCATIONS ISSUED: 09/01/2020 Address: 9509 232ND ST SW EDMONDS WA 98020-5028 EXPIRES: 03/01/2021 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27033600103000 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 KAREN M / MARK CARTON 9509 232ND ST SW, EDMONDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID ENGINEERING INSPECTION FEE $100.00 RIGHT OF WAY STANDARD PERMIT FEE $300.00 X-TECHNOLOGY FEE $35.00 • 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 z L 9/1/2020 RELEASED BY DATE Printed: Tuesday, September 01, 2020 11:25:00 AM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • ., CONDITIONS CONDITION TYPE Alert Affected Properties Alert affected residents and/or businesses prior to work start. Bore Crossings Verify clear bore crossings Conform to approved plans Conform to approved working drawings and Traffic Control plan. Damage to Frontage Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per Improvements City standards that is caused by or occurs during the permitted project. ESC Required Maintain erosion & sedimentation control. Keep street clean. 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 Hold Harmless agents from 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 not limit in any way the City's ability to enforce any ordinance provision. Inspections Call for required inspections as noted. Landscape Restoration Restore Landscape to like or better conditions. Public Utility Separation Public utilities maintain 5' separation from City Utilities. ROW Restoration Restore ROW to City standards 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 Sounds/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. Traffic Control Handout Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. Underground Utility Locates Call for locates of underground utilities prior to any excavation. Utility Patch Restoration Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 • • INSPECTION TYPE DATE RESULT NOTES COMPLETE E-7 UTILITY STAKE PL 8/28/2020 APPROVED 12:00:00 AM X-2 ENGINEERING FINAL** Printed: Tuesday, September 01, 2020 11:25:00 AM 2 of 2 ROW PERMIT NO.: ENG 2019-0389 ISSUE DATE: 9/ 1 /20 RIGHT, —OF -WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: ReP��« 73�0&DES CONTACT:NorLca CONTRACTOR: Phone #: VaJ 783 113911 Mailing Address: ��, 3 II(7- 66eeff- State License #: City Business License #: Fax #: Email #: OJA c is U1(s� ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: V14ruou 5 xoc'A'a"s /-J ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: n Commercial 0 Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑Yes ( ] No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : RePLAcc. 64o cvn, z_ Poc. S in/ C h6 of PC..0KrTr -7—.6cAe.t - Arc.c-, ►vw. G,tel $6#iMo SrnE w4A-k, 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 AREA CLOSURE 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 i •der for the permit to be valid. SIGNATURE DATE 713111 Contractor ol�'Xollt NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE O LANE CLOSURE ON A TWO-LANE ROAD (TWO FLAGGER OPERATION) W20-1 AHEA U LANE W20-4 AD AD m W20-7A Q zQ 00 00 N�q 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. Q G20-2A _ (OPTIONAL) ENGINEERING DIVISION APPROVED AS NOTED Jdl UJ,&,J,µ 4z 08/28/2020 VV ADD BE PREPARED TO STOP SIGN ORK G20-2A Q (OPTIONAL) 0 0 Qloo � no SPEED LIMIT SIGN SPACING A, B,C (FT) BUFFER (FT) CONE SPACING TAPER TANGENT 25 100 55 20 25 30 200 85 20 30 35 350 120 20 35 40 350 170 20 40 45 500 220 20 45 50 500 280 20 50 55 500 335 20 55 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Q W20-7A ADD BE m4*4 PREPARED TO ONE L STOP SIGN ALRDA W20-4 AHEA U ALROAD WORK W20-1 AHEAD NO PERSON SHALL STOP OR DIRECT VEHICLE TRAFFIC, EVEN MOMENTARILY, UNLESS THAT PERSON IS A CERTIFIED FLAGGER AND A FULL FLAGGING SEQUENCE IS PROVIDED ON EACH FLAGGED APPROACH AS REQUIRED BY WAC 296-155-305. THIS CONSISTS OF A 3 SIGN SEQUENCE ON ALL APPROACHES WITH SPEEDS OF 40 MPH OR LESS AND A 4 SIGN SEQUENCE ON ALL APPROACHES WITH SPEEDS 45 MPH OR GREATER. SNOHOMISH COUNTY EFDEEaD TRAFFIC CONTROL PLAN PUBLIC UTILITY DISTRICT NO 1 PROJECT PERFORM OH MAINTENANCE I n('ATtnN VARIOUS LOCATIONS CITY OF EDMONDS ENGINEER VARIOUS DATE 11/15/18 PHONE ORDER VARIOUS CELLULAR © COMP# 2063/1-66 SET 35' CL2 2' W (PW2035) RAKE POLE 8" W INSTL #1 SP & XFR TRPLX (I0102) INSTL 4' ST LT ARM & 50W LED TYPE C FACE E (L0501, L0212) XFR ST LT SHIELD & RMV SL-54094-F STRIP & ABANDON OLD POLE O COMP# 2060/1-63 SET 50' CLi POLE W/ GRND PLT 4' S (PW1050, N0110) INSTL 30' ll' DBL ALLEY ARM, RAKE S 10" (12F337) ATCH PRI & NEUT N (END OF ARM, REDUCED TENSION) FU 15A HANG 25 KVA XFMR (12F601) FU 8A UTC# SER# SEC VOLTS RMV 25-6298 SER# INSTL 10' ST LT ARM (10504) & XFR LED SL-108518-A INSTL (1) ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE COMP# 2067/1-70 SET 50' CL1 POLE W/ GRND PLT 8' NE (PW1050, N0110) INSTL 30 11' DBL ALLEY ARM (12F337) INSTL 30 10'DE ARM (LOWER POSITION) (12F310) ATCH 336 AAC PRI& NEUT S (REDUCED TENSION SPAN) HANG 37.5 KVA XFMR (12F601) FU 10A UTC# SER# SEC VOLTS RMV 37-324903 SER# INSTL 12' ST LT ARM & 50W LED TYPE C (L0505, 10212) SL# RMV SL-558-D INSTL (1) ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE O COMP# 2065/1-71 SET 50' CLi POLE W/ GRND PLT 6' E (PW1050, N0110) INSTL 30 10'DBL DE ARM (12F311) ATCH PRI& NEUT N & S INST (1) 3/8" PRI DO & (1) 3/8" NEUT DO TO (1) 12" AHR L=18' N (GO113, A0102) RMV OLD DO & ANH ROD N HANG 37.5 KVA XFMR 02F601) FU 10A UTC# SER# SEC VOLTS RMV 37-15519 SER# INSTL (1) ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE © COMP# 2069/1-72 SET 50' CLi POLE W/ GRND PLT 6' 6" E (PW1050, N0110) INSTL 30 10' FLAT TANG ARM (12F303) INSTL 10 1/0 TERM POLE 021,J111) PLUMB 2" RISER INTO EXISTING DUCT (SEE UG 1444-2) INSTL 10' ST LT ARM & LED TYPE A (L0504, L0210) SL# RMV SL-589-D INSTL (U ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE O COMP# 2072/1-75 SET 50' CL1 POLE W/ GRND PLT, 8' E, (PW1050, NO110) INSTL 30 11' DBL ALLEY ARM (12F337) INST (1) 3/8" DO TO (1) 8" AHR L=8' E HANG 25 KVA XFMR (12F601) FU 8A UTC# SER# SEC VOLTS RMV 25-39629 SER# INSTL 10' ST LT ARM (LO504) & LED ST LT TYPE A (LO504, L0210) SL# RMV SL-591-D INSTL (1) ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE 7SL540944 r2440 20630 25-350872 Tj 1-203133 fig 3 9515 5 11/1 N151'5423 11/14203132 U15 1-63 A1n,n�n�. ®i SL-589-D O75-98 �aI SL-591-D c U U FU65 18-16-18 D2 234TH ST SW �161.H 11 ® COMP# 2115/1-118 SET 50' CLi POLE W/ GRND PLT 6' NE (PW1050, NO110) RAKE POLE TOP 10" NE INSTL 30' 11' DBL ALLEY ARM (12F337) INSTL 30' 11' DBL ALLEY ARM (LOWER POSITION) (12F337) HANG 25 KVA XFMR (12F601) FU 8A UTC# SER# SEC VOLTS RMV 25-12805 SER# INSTL 12'ST LT ARM & XFR LED SL-107248-C (L0505) INSTL (1) ADDL #2 SP & XFR SEC TRPLX STRIP TOP & ABANDON OLD POLE O COMP# 2116/1-119 SET 50' CLi POLE W/ GRND PLT TIGHT E (PW1050, N0110) INSTL 30' DE ARM (12F310) ATCH PRI & NEUT E & W INSTL 100A LBCO FOR 10E FU 65A INSTL (2) 3/8' PRI DG & (1) 3/8" NEUT DO TO (1) 12" SGL HLX AHR L=15' (GO113, A0102) HANG 37.5 KVA XFMR (12F601) FU15A UTC# SER# SEC VOLTS RMV 37-6782 SER# INSTL 12' ST LT ARM & 50W LED TYPE A (L0505, 10210) SL# RMV SL-560-D INSTL ADDL 02 SP & XFR OH TRPLX RMV EXIST DO & AHR ROD STRIP TOP & ABANDON OLD POLE 25- RANG FU15 Z. 1-63 25-6298 RNv 232TH ST SW SCHEMATIC BEFORE & AFTER 232TH ST SW 1 70 Zz 37-RANG Q 37-324903 my C-0 rn SCHEMATIC BEFORE & AFTER TO COMP# 2042/1-45 SET 50' CLi POLE W/ GRND PLT, 5' S (PW1050, N0110) INSTL 30 11' DBL ALLEY ARM (12F337) INSTL (1) 3/8" PRI & (1) 3/8" NEUT DO TO (1) 12" AHR L=8' S SPLICE 336 AAC PRI THRU OV COMP# 2040/1-43 HANG 15 KVA XFMR (12F601) FU 6A SET 30'CL2 VNE (PW2030) UTC# INSTL #1 SP & XFR TRPLX (I0102) STRIP & ABANDON OLD POLE SER# SEC VOLTS RMV 15-6747 SER# INSTL (1) ADDL #2 SP & XFR SEC TRPLX INSTL 2" RISER, 100A LEGO FU 40A (SEE UG# 6123) STRIP TOP & ABANDON OLD POLE O COMP# 2044/1-47 SET 35' CL2 TN (PW2035) INSTL (1) 3/8" DO TO (1) 8" AHR L=10' S INSTL 01 SP & XFR TRPLX (10102) STRIP & ABANDON OLD POLE 21 31-RAN° 232ND ST SW Q 25- HANG 37-6782 RMV 1-45 S 25-12805 RMV F- 1-L 1-72 Q 671 FU65 Q 5 HANG 37-15519 RMV Q FU40 _5 HANG Z 25,396929 RMv 1-119 15- RANG N40 15-6747 RMV I=-- I=-- °DI^°42 234TH ST SW 234TH ST SW SCHEMATIC BEFORE & PFTER SCHEMATIC BEFORE & AFTER SCHEMATIC BEFORE & AFTER BEFORE & AFTER SCHEMATIC SCHEMATIC BEFORE & AFTER SCHEMATIC BEFORE & AFTER PLAN VIEW rn o Z =o oN ¢w o' ERIOFM WO 100001168 TASK 03 SCALE 1"=100 FT DFTR CHKR ENGR CHUCK EARLE APVD DATE 10/27/2014 DRAWING 2