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ENG20170055 - Wave.pdfApt 1°ts4rr', Al ww 'CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20170055 Permit Number: ENG20170055 Job Address: 23901 78TH AVE W, EDMONDS Date: 08/15/2017 Location: Along 238th PI SW & 76th Ave W (238th to SRI 04) .. O. WAVE BROADBAND DIVERSIFIED NORTHWEST GO JAYSON GREGORY C/O DAVID O'DELL 1225 E SUNSET DR #823 PO BOX 616 BELLINGHAM, WA 98223 LYNNWOOD, WA 98204 (425)710-0753 LICENSE 4: DIVERNI032D5 EXP: 06/06/2018 0 DESCRIPTION Phase II - Directional bore 2800' lay (1) 2' conduit south of 238th Pl SW. and west of 76th Ave W. crossing Edmonds Way into City of Shoreline. Set (4) 24"x36" vaults and pull fiber optic cable. Phase I - Potholing (completed) ASSESSED VALUE: $0,:00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEEL $0,00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 ) PARKING: ( 0X0) DURATION IN MONTHS: 0 FEE': $0,00 YEAR OF OVERLAY: 0 FEE: $0 00 ALLEY: ( 0X0) DURATION IN MONTHS: 0 FEE,° $0,00 INDEMNITY The Applicant has signed an application which slates 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 of Edmonds 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 RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORA PERIOD OFONEYEAR FOLLOWING THEFINAL INSPECTION AND ACCEPTANCE OFTHEWORK. • 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 (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACE PROVIDED; Printed: Wednesday. February IS- 201 E] FILE COPY F-] INSPECTOR COPY F-] APPLICANT COPY STATUS: ISSUED ENG20170055 • 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. • Conform to approved working drawings and Traffic Control plan. • Verify clear bore crossings of all city utilities and service lines. • 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. • Inspections to be scheduled for 76th Ave W. at 238th, 239th, 242nd & SR104/Edmonds Way. • 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 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 7:00amto 6:00pm on 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. Work hours: 7am-6pmM-F, along 238th PI SW & 76th Ave W. • 9anr3pmM-F 76th Ave W. at SR -104 • Applicant, on behalf ofhis 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 fi•om any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance ofthis 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. • E_Pre-Con • &Traffic Insp - 238th & 76th • E- Traffic Insp - 239th & 76th • E -Traffic Insp - 242nd & 76th • &Traffic Insp - $R104 & 76th • E -Final Restoration • E Engineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL. Of FDAt i i90 ROW PERMIT NO.: ENG ISSUE DATE: , RG.IT-OF-WAY CONS�. �. R CTION PERMIT APPLICATION N r �.n PROJECT NAME: 100010363 Wave Everett Clinc CONTACT: Jayson Gregory/Jose)l'l CONTRACTOR: Diversified Northwest Inc. Phone #: 253-682-9223/425-308-7280 Mailing Address: PO Box 616 Lynnwood, WA State License #: DIVERNI032D5 City Business License #: NR -021629 Fax #: Email #: jagregory/jervin@wavebroadband.com mmX Liability Insurance X Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 238th PI SW and 76th Ave W to Edmonds Way ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: Commercial ❑ Subdivision City Project Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other X EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ❑ Yes X No ANY ASSOCIATED PERMITS? BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : Directional bore approx 2800' lay (1) 2' conduit south of 238th PI SW and west of 76th Ave W crossing Edmonds Way into City of Shoreline. Set (9) 24"x36" vaults and pull fiber optic cable. See _plans for details. 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: [IYes F-1No If yes, indicate size of cut: _ x 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 statein N nd the permit requirements tied acknowledge that I must follow all regLiireme ii o ° " the � it to be valid. SIGNATURE .m_"... DATE "cratr ctarcar eut NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Page 652 2009 Edition Notes for Figure 6H-10-71ypical Application 10 Lane Closure on a Two -Lane Road Using Flaggers Option: 1. For low-volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). 2. The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short -duration operations. 3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs. A BE PREPARED TO STOP sign may be added to the sign series. Guidance: 4. 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. Standard: 5. At night, flagger stations shall be illuminated, except in emergencies. Guidance: 6. When used, the BE PREPARED TO STOP sign should be located between the Flagger sign and the ONE LANE ROAD sign. 7. When a grade crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the grade crossing, the TTC zone should be extended so that the transition area precedes the grade crossing. 8. When a grade crossing equipped with active warning devices exists within the activity area, provisions should be made for keeping flaggers informed as to the activation status of these warning devices. 9. When a grade crossing exists within the activity area, drivers operating on the left-hand side of the normal center line should be provided with comparable warning devices as for drivers operating on the right-hand side of the normal center- line. 10. Early coordination with the railroad company or light rail transit agency should occur before work starts. Option: 11. A flagger or a uniformed law enforcement officer may be used at the grade crossing to minimize the probability that vehicles are stopped within 15 feet of the grade crossing, measured from both sides of the outside rails. T7 - Ami m`Ma"i.A. 9m. t VIA V^°�­ V �..1 w.�. Aye- ti) �)o-TAF 0 A-%)-F14&fZ rpt%6S t,t -nr ,t_. t•tf .4) 10 A A Sri OP WMAv,. 0J Sect. 614.01 December 2009 2009 Edition Figure 61-1-10. Lane Closure on a 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. Is Page 653 I� 50 to 100 ft 50 to 100 ft Typical Application 10 December 2009 Sect. 6H.01 Page 644 Notes for Figure 6H-6—Typical Application 6 Shoulder Work with Minor Encroachment Guidance: 2009 Edition 1. All lanes should be a minimum of 10 feet in width as measured to the near face of the channelizing devices. 2. The treatment shown should be used on a minor road having low speeds. For higher -speed traffic conditions, a lane closure should be used. Option: 3. For short-term use on low-volume, low -speed roadways with vehicular traffic that does not include longer and wider heavy commercial vehicles, a minimum lane width of 9 feet may be used. 4. Where the opposite shoulder is suitable for carrying vehicular traffic and of adequate width, lanes may be shifted by use of closely -spaced channelizing devices, provided that the minimum lane width of 10 feet is maintained. 5. Additional advance warning may be appropriate, such as a ROAD NARROWS sign. 6. Temporary traffic barriers may be used along the work space. 7. The shadow vehicle may be omitted if a taper and channelizing devices are used. 8. A truck -mounted attenuator may be used on the shadow vehicle. 9. For short -duration work, the taper and channelizing devices may be omitted if a shadow vehicle with activated high-intensity rotating, flashing, oscillating, or strobe lights is used. 10. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or strobe lights. Standard: 11. Vehicle -mounted signs shall be mounted in a manner such that they are not obscured by equipment or supplies. Sign legends on vehicle -mounted signs shall be covered or turned from view when work is not in progress. 12. Shadow and work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights. 13. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity rotating, flashing, oscillating, or strobe lights. Sect. 614.01 December 2009 2009 Edition Figure 61-1-6. Shoulder Work with Minor Encroachment (TA -6) A Typical Application 6 XL Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. .Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L A Page 645 December 2009 Sect. 6H.01 <LL a N Z NZ O w h zo F U Z U f7LL ¢ 4 W ~ m > w rc 2 ZLL _ o a 3� g p SIN a ¢p o LL JJz NY ...,..,...Z. . I Z Amo �., a t� w c 2 Y Z� Nw. 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This i I C shall be used for low -speed tacilitits?s 9Eiivia u I'cw traffic volumes Where work v(pace Is shorl, Where FcAd IJSIV CWT snee,� the' roadway beyond and wiles vCktrne IS IQWarrVvtft9 b0fiic may be s71t•rvgr Rm1rr ,gip, Sacs 7AD4 a �7nr t "T 7 1N�rr�T ay r rM a n r Yt �ypr� v,' �4 t � 3. Where vehict ler WAC one ' be, wed Pea call attention or t`;vo 9laggsaara etol r' al em a „ l mt�4iE�r�911µr�"i•5�w""i� 1�s. � '-moi (� � 4. Flashing warrsolg, Fc�'�i� � ai - to the advance w r�aWng stgm, E ° 6 C5f)nav vola.rme 51toagom with stssd work erne on s0ialUit v 1. The ianpa orerg roadways where k&ON Pr to roost usem approaching � � , �a rNmrivrNn mall trm, 4ailt divactVol6s s rglaa tt grar„ f csilior ed ha t,;r, vlslF l do r of D1+0 charm lizi rrrar'I uFar s fecttt L 0th &86021% ;;8W be tszer . m . , v� oul r ide edge al p 6, At night, flogger stations shay be' illuminated, except in emergencies. icSPIctFA dna lh Fc 0 31 I"I'rmslog vwatnTrijr to advartbe warrr "`AY kP-r`7.'•" ©Coyy65gh] 2a707 InCon, Inc. All rights reserved. PRG3A Publ. 11G7 Page 2$ tea, p ., ' . r'x" �, „ ': •., F^ „:ix"° Suggested Taper Length and Cfaannellzer Quantity Index - (Feet and PH) D Wrtstle P.Rra 100` Min. � 7rd .� � + y�1 �m c ��" Tappr - 100` Max./50° Min. FLAN 9D ®a Shift Shoulder � � eeq/ ®® SPEED '' U1C OFFSET From Normat Annan 41'lua8 Dui.. ab t+v'orh Zo,rm Stopping Sight 67i.t.n.e Faa..Go-M--d S-9e9-st.11 Ad1.., 9F'.r�a 1., Sign Spaaajng, 14PH Guideline Distances for: Longi:udanal Buffer Space, FIaSPEEDStations. and Road .3 i Advance Warning Sign pac:lng can viW frorn'ststo to stKs4e cw ao i 120' i,,.e"9 880' I .:si9" a5' 60 �� as 11 rJ OlIc i'myy, llwr se earl be be from thn rocondt (S) ('r Col kry� C (t) il/PH DiS ANCEDFEETtsICHaNPltLIZEP-QIY. r i Bwb° (nes endrntren raan :rr k flhe a eed tirTIU iatt�fo t dep andinlrls I fi C6) -- a8J'-7 r li 1 4 C� 20 1156,.:. 35 80' 125° 165 2G8�a 245' 65, 85, 40° 65' S5' 105' 926' ROAD r(PE 85' _(4) f6) (6) ..160° y. 25 155 7 40 105• 215' 270' 1320' 65' 8o' '810' 135 'S60'� DISTANCE BETWEEN SIGNS 110 (4) (�) (7A) f 30 200 7 4S5 180' 1 r/" 360' 45V 540' �itr" 135' 100' 225' C 270' A � 180 _ (5) is) 3 35 250 8 50 200' 3Li0' 400 5£',83' 600' „s) Urban 70' -960' X135' `€?t'?' 200' 40 305 8 (Low S�?2efl 30m 45 360 g Urban IIIlIIl� 425 (High Speed) (i00m) ,4 ° 55 495 9 .. 60 570 10 Rural Soo` 65 645 10 (150m) 70 730 11 Expressway - ,50W 1,00�)(14 2,640' ,.,. 820 Freeway (30050tH) (800m), Posted s �� _ y peed rafd-pe ria Et y(tp gaorc,entlhra speed prior to work starting, or itie auttlriNAed speed in mph. Speed category to be determined by highway agency. " NOTE: LOCAL FtFC!UI_ATI0rd.n MA`( VARY © Copyright 2007 InCom, Inc, All rights reserved, r PRG3A Publ. 1/07 Page 46 _. 2�at 2 " '0F ' vi0i a33 (4) 220' 10 160 220' J32E7 75, 110 ISO' 6E 2180 24vO n64J 80 "9e1 160' 200 240 260 780' e � a '. 55 Ci32 9. 3 7• 280' �(7)280 A20' 550 ro0��21O 350 p^r7 190 ,. 280 The ryaxlmum distance in Feet (meters) be-thJeerr cbavices in, a taper should not exceed 1 times the speed limit in mph (0.2 times the speed Emit in km/h,) ! nr'E' a .._ 'r iu .L q pia %Y © Copyright 2007 InCom, Inc, All rights reserved, -,PP.G3A Pubi, 1/07 yI gLENG H� mTAPFR L'm FORMULAS L=WxSxS 60 L=WXS L = TAPEP, MIN, LENGTH (FT) W = WIDTH OF OFFSET (FT) 5 = SPEED (MPH) I Pane 47 Suggested Taper Length and Cfaannellzer Quantity Index - (Feet and PH) D Wrtstle P.Rra 100` Min. � 7rd .� � + y�1 �m c ��" Tappr - 100` Max./50° Min. FLAN 9D ®a Shift Shoulder � � eeq/ ®® SPEED '' U1C OFFSET From Normat Annan 41'lua8 Dui.. ab t+v'orh Zo,rm eM113i7i �� AIaE AFF SET From � WIDTH OF LANE OFFSET 14PH � Normal Lane Width Due to Work cone Fran Normal Lane Width Due to Work done ao i 120' i,,.e"9 880' I .:si9" a5' 60 �� as 11 (S) ('r Col kry� C (t) - ....�. «„�.. C6) -- a8J'-7 r li 1 4 C� 35 80' 125° 165 2G8�a 245' 65, 85, 40° 65' S5' 105' 926' 30' 45° 1 55' 70' 85' _(4) f6) (6) ..160° 11113) 09 C4) f'!v'v C31 0) (3) 40 105• 215' 270' 1320' 65' 8o' '810' 135 'S60'� 35 ,... 6v' 75' $5W 110 (4) (�) (7A) ..�.,(0) (3) S' (5) ,. (S) fl:P� (3) (•€f (11)I 4S5 180' 1 r/" 360' 45V 540' �itr" 135' 100' 225' C 270' 60 D0° 1201 1691 180 _ (5) is) 3 08'). (4) (5) (6) 1 T. (3) e 31 (4) (5) �..... (a p) 50 200' 3Li0' 400 5£',83' 600' „s) ,...,», "100' . 150' .'200' ' 250• 3?h0` 70' -960' X135' `€?t'?' 200' _. 2�at 2 " '0F ' vi0i a33 (4) 220' 10 160 220' J32E7 75, 110 ISO' 6E 2180 24vO n64J 80 "9e1 160' 200 240 260 780' e � a '. 55 Ci32 9. 3 7• 280' �(7)280 A20' 550 ro0��21O 350 p^r7 190 ,. 280 The ryaxlmum distance in Feet (meters) be-thJeerr cbavices in, a taper should not exceed 1 times the speed limit in mph (0.2 times the speed Emit in km/h,) ! nr'E' a .._ 'r iu .L q pia %Y © Copyright 2007 InCom, Inc, All rights reserved, -,PP.G3A Pubi, 1/07 yI gLENG H� mTAPFR L'm FORMULAS L=WxSxS 60 L=WXS L = TAPEP, MIN, LENGTH (FT) W = WIDTH OF OFFSET (FT) 5 = SPEED (MPH) I Pane 47 N Z LL 4 F w `: m 4 W V Z C wLLI0= o �N r � 2 F U W h. 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