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Issued ROW Permit.pdfvAl OC C�'O~Ln CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 �o1890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20190049 RIGHT OF WAYPERMIT (6-EUC) Permit Number: ENG20190049 Expiration Date: 09/20/2019 Job Address: 22611 76TH AVE W, EDMONDS Location: 22611 76TH AVE W COMCAST C/O JOURDEN LAWRENCE 1525 75TH ST SW EVERETT, WA 98203 Cablecom LLC 1316 Bonneville Ave Bldg. A Snohomish, WA 98290 LICENSE #: CABLEL*971DP EXP: 08/21/2019 TIE IN AT THE POLE, RISER DOWN AT THE POLE, BORE 20' WEST; CONTINUE BORE 417NORTH AND PLACE 2-2" CONDUITS; PLACE A 17"X30" VAULT ON SOFT SURFACE; BORE 75' ON THE PRIVATE PROPERTY, PLACE 2" CONDUIT TO THE BACK OF THE BUILDING. D[SRUPTION INFORMATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 ) PARKING: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0.00 ALLEY: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 1"EMMTY 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 ofEdmonds 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 OFONEYEAR FOLLOWING THEFINAL INSPECTION AND ACCEPTANCE OF THE WORK. 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 -800424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT.1326 24 HOUR NOTIC E REQ UIRED FOR ALL INSPECTION REQUESTS APPLICATION APPROVAL THIS APPLICATION IS NOT PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Friday, Match 22, 2019 '3 / -z' ?_ DATE ❑ FILE COPY ❑ INSPECTOR COPY ❑ APPLICANT COPY STATUS: ISSUED ENG2019OO49 • 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 clearbore 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 frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:OOpmon weekdays and 10:00am and 6:00pm 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. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold ham>less the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatevernature, arising directly or indirectly fromthe issuance of this pemut. 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. • E-Traffic Control • E-Engineering Final PARTIAL INSPECTION PARTIAL INSPECTION FINAL INSPECTION APPROVED DATE: INITIAL: NOTES: DATE: INITIAL: NOTES: DATE: INITIAL: of EV,tl -�� A& 4)0 ENGINEERING DIVISION ROW PERMIT NO.: ENGgOIq OUL(q ISSUE DATE: '7 z I r.� RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: CONTACT' LLC - Comcast - n Lawrence ' Cablecom LLC -Sunshine Crabbs CONTRACTOR: Comcast / Cablecom LLC Phone #: Jourden Lawrence: 425-921-8201 Sunshine Crabbs: 360-863-2628 Mailing Address' Comcast- 1525 75th St SW Everett, WA 98203 Fax #: Cablecom- 20021 120th Ave NE Bothell, WA 98001 State License #' CABLEL*971 DP Email #' Comcast - Jourden_Lawrence@comcast.com Cablecom LLC - Snohomish.permitting@cablecomIIc.net City Business License #: NR-021818 Liability Insurance V Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 22611 76TH AVE W ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family S( EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Other ❑ Yes ❑ No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific): TIE IN AT THE POLE; RISER DOWN AT THE POLE; BORE 20' WEST; CONTINUE BORE 417' NORTH AND PLACE 2-2" CONDUITS; PLACE A 17"X30" VAULT ON SOFT SURFACE; BORE 75' ON THE PRIVATE PROPERTY, PLACE 2" CONDUIT TO THE BACK OF THE BUILDING WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ® Yes ❑ No If yes, indicate size of cut: 2 (5' x 3') 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 in order for the permit to be valid. SIGNATURE DATE 1 /31 /2019 Contactor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED(MPH) 25 30 35 40 45 50 55 60 65 TO LENGTH (feet) 155 2DD 1 250 3D5 1 3W 1 - - - - TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.900 TO 22.000 Ibs. HOST VEHICLE WEIGHT > 22.000 Ibe. < 45 MPH 45 55 MPH s 55 MPH < 45 MPH 45±5 MPH > 55 MPH 100' - - 74, - - PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 7 a a x x ROAD )<SHOULD WORK AHEAD W20-1 W21-5 LEGEND DI SIGN LOCATION ®° ® CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED SIGN SPACING = X (FEET) (1 ) RURAL ROADS S URBAN ARTERIALS 35 / 44 MPH 350't RURAL ROADS, URBAN ARTERIALS 25 / 30 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'* (2) ALL SIGNS ARE 48" x 4B" BLACK ON ORANGE UNLESS OTHERIMSE DESIGNATED. (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. 4 0 O Lf3 a R WORK AREA TYPICAL SHOULDER CLOSURE - LOW SPEED (40 MPH OR LESS) TCP 5 MINIMUM SHOULDER TAPER LENGTH = U3 (feet) :r4ouLnrR Poand speed (mph) v,1oT11 (rv;. 28 1 30 1 36 1 40 1 46 60 66 00 QS 70 6- 40 00 1 00 1 40 1.20 I= 110 100 170 1S0 10' 40 00 I 00 I W 150 170 190 20O 220 24O USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN F. CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35 / 40 30 W 25/30 20 40 GNGIlNEEf ING Did/I(-;X')N APPR VED A-S (N01 FVAri-T %5 V-0- A-PPRovhL of weu* w )-TN►N 'tit iL-168-r or- wA,-f O M -q. NOTE 1. When used, device spacing for the downstream taper should be 20' O.C. STAGING ON BOTH SIDES OF THE ROAD 310268 85C BAKERY CAFE 22611 76TH AVE W EDMONDS TC P Prepared By: Kent Holland - (206) 914-5046 Rev Date Tie in at the pole; overlash; Riser down 25', bore 20' west from the pole; continue Date: I I I bore 147' north and place 2-2" conduits. Place a 17"X30" vault on soft surface; ENGINEERED FOR: S001 SMB Bore 75' on the private property, place 2" conduit to the back of exterior wall behind the building; Stub up 10' up then core drill. CableCom Ccomicast Casey Brown - (425) 754-0064 Comcast ope 2003 Edition Figure 6H-10. Lane Closure on Two -Lane Road Using Flaggers (TA -10) Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Note: The buffer space should be extended so that the two-way traffic taper is placed before a horizontal (or crest vertical) curve to provide adequate sight distance for the / flagger and a queue of stopped vehicles. \ 1IaOM OV08 T ON3 It E EcO R �y .. OR 0�� f d \ C s (optional) i b0 (optional) Ate\ • 1 30 m (100 ft) MAX One Lane Two -Way Traffic Taper 30 m (100 ft) MAX A •� Xx OR xx FEET METERS 1 (optional) (optional) B ONE LANE ONE LANE ROAD OR ROAD .i _ X% FT , %% m C ROAD ROAD WORK OR WORK i XX FT: XX rn Typical Application 10 Page 6H-25 G 75; DC w Ccomcast, Lb CableCom ENGINEERED FOR: comcast0 85C BAKERY CAFE 310268 22611 76TH AVE W EDMONDS CONTACT PERSON: CableCom LLC Comcast Supervisor Casey Brown - (425) Kent Holland - (206) 754-0064 914-5046 1316 Bonneville Ave 1525 75 St. SW #200 Snohomish, WA 98290 Everett, Washington 98203 SHEET INDEX: 1- COVER SHEET/PROJECT LOCATION 2 - LEGEND 3 - HAND OFF & UTILITY LINES 4 -5 DETAIL VIEW ASBUILD JT # 22626 22/20 co 1-4 ZD C) m R 22510 22716 v Ql 22510 � 1 ' 22618 22519 22515 JAVA RI 1'E- AID 22611 22620 22617 -4 v 1 _ _1 22630 N 22631 �I I 22/07 I22706 � -- 22712 _ 22720 22727 _ r533 14251 �. t 228TH ST SW 22800 t'� I 72807 12280t� 13 a lass _ PROJECT LOCATION 310268 FILE NAME: 85C BAKERY CAFE DATE: 1/25/2019 �E6 2 -� 2019 cVN1g10N SHEET 1 OF 5 NUMBER: THIS IS PROPRIETARY INFORMATION- NOT FOR DISTRIBUTION i Pole Potential hard surface restoration location Call out box (layer is transparent can go over the top of other labels) 000' Footage call out New Bullet Ped Dig and intercept location Existing Bullet Ped (layer is transparent can go over the top of other labels) - New Strand/Coax Overlash to existing strand Utility Pothole New Doghouse \ New Riser Cathouse 5' x 3' Bore Pit Existing Riser Existing Doghouse \ Cathouse New ROW Existing ROW New Vault U/G Existing Vault , New Private Existing Private U/G Lock Box New Building exterior Junction Box Existing Building exterior New Building Core drill interior Existing Building Firewall interior • penetration 310268 85C BAKERY CAFE 22611 76TH AVE W EDMONDS Legend for SOW (1) TIE IN AT THE POLE; OVERLASH ACROSS 76TH AVE W; RISER DOWN 25'; BORE 20' WEST Prepared By: Ke"tHo��a"d-Izo6►eia-soae Rev Date FROM THE POLE; CONTINUE BORE 147' NORTH AND PLACE 2-2" CONDUITS; PLACE A C3 Date: 17"X30" VAULT ON SOFT SURFACE; CONTINUE BORE TO PRIVATE PROPERTY AND ENGINEERED FOR: S001 SMB PLACE 2" CONDUITS TO THE THE BUILDING/ EXTERIOR WALL BEHIND THE BUILDING. Ccomcast Casey Brown - (425) 754-0064 CableCom STUB UP 10', THEN CORE DRILL. S Comcast OPE UTILITIES LEGEND s WATER STORM Y - f 22611 - ARK 22617 .tea' j1'' •� 0-1 2-2 +� • � '' 6�lVs�d ��'%aVY�4i�t! 1�T�1�9 P�l�� o'F t 22631 ' •�w 1. 1. A f 227i17 ►. I-Oh-cir :sh cunt, E1'harc d 91 i 310268 85CBAKERY CAFE 22611 76TH AVE W EDMONDS Handoff & Utilities TIE IN AT THE POLE; OVERLASH ACROSS 76TH AVE W; RISER DOWN 25'; BORE 20' WEST Prepared By: Ke"tHoua�d-1zo6191a-soa6 Rev Date FROM THE POLE; CONTINUE BORE 147' NORTH AND PLACE 2-2" CONDUITS; PLACE A Date: 17"X30" VAULT ON SOFT SURFACE; CONTINUE BORE TO PRIVATE PROPERTY AND ENGINEERED FOR: S001 SMB PLACE 2" CONDUITS TO THE THE BUILDING/ EXTERIOR WALL BEHIND THE BUILDING. CableCom cco: m ca st� Casey Brown - (425) 754-0064 STUB UP 10', THEN CORE DRILL. Comcast ope 310268 I 85C BAKERY CAFE I 2261176TH AVE W EDMONDS I Detail View 1 Prepared By: Kent Holland - (206) 914-5046 TIE IN AT THE POLE; OVERLASH ACROSS 76TH AVE W; RISER DOWN 25'; BORE 20' WEST Rev Date FROM THE POLE; CONTINUE BORE 147' NORTH AND PLACE 2-2" CONDUITS; PLACE A Date: 17"X30" VAULT ON SOFT SURFACE;,, THEN CORE DRILL. CONTINUE BORE TO PRIVATE PROPERTY AND PLACE W+ ENGINEERED FOR: S001 SMB 2" CONDUITS TO THE THE BUILDING/ EXTERIOR WALL BEHIND THE BUILDING. STUB UP Viable � nom Ncomcast Casey Brown - (425) 754-0064 10 Comcast ope I A10 �.0 r_ _'01rtrl! ('Hurt qm • 1w, 310268 85C BAKERY CAFE 22611 76TH AVE W EDMONDS Detail View 2 Prepared By: Kent TIE IN AT THE POLE; OVERLASH ACROSS 76TH AVE W; RISER DOWN 25'; BORE 20' WEST C3: Rev Date FROM THE POLE; CONTINUE BORE 147' NORTH AND PLACE 2-2" CONDUITS; PLACE A Date: 17"X30" VAULT ON SOFT SURFACE; CONTINUE BORE TO PRIVATE PROPERTY AND PLACE W* ENGINEERED FOR: S001 SMB 2" CONDUITS TO THE THE BUILDING/ EXTERIOR WALL BEHIND THE BUILDING. STUB UP CableCom Co m ca st Casey Brown - (425) 754-0064 10', THEN CORE DRILL. Comcast ope