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ENG2016-0240 ROW PERMITv�A DF E DMo�O CITY OF EDMONDS 121 5TH AVENUENORTH - EDMONDS, WA 98020 to o PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20160240 RIGHT OF WAY PERM [T (6-EUC) Permit Number: ENG20160240 Expiration Date: 02/13/2017 Job Address: 201 MAIN ST, EDMONDS Location: 201 Main St COMCAST OF WA, LLC Cablecom LLC 1525 75TH AVE SW, #200 1316 Bonneville Ave Attn: Mike Fontenot Bldg. A EVERETT, WA 98203 Snohomish, WA 98290 LICENSE #: CABLEL*971DP EXP: 08/21/2017 Tie in at pole and overlash, place vaults and push coax through conduit. - Replace fiber on existing strand behind the post office. Tie in at pole located on the south side of Main St., directly across fromthe alley between 2nd Ave. N. and 3rd Ave N., push new coaxand fiber down riser heading north through existing 2" conduit approx. 122'. Dig and intercept existing 2" conduit in alley next to existing pole, along with an existing 4" conduit that is heading south down alley and over set with 17x30 vault. Fromvault, fiber (only fiber) will be placed though existing 4" conduit underground and then riser up the next pole north approx. 106' north. Place 4" riser and continue north with overlashing to existing strand through alley until reaching the intersection of Edmonds St. and the alley between 2nd & 3rd Ave N. Continue through intersection to pole located on the NE corner of the alley and Edmonds St. Then overlash 1 span east to tie fiber into aerial splice case located on Edmonds St. See plans for specifics. DISRUPTION INFORN-1AT10N 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 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 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 W O RK. • 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-cnt 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 APPLICATIONAPPROVAL THIS APPLICATION IS ENA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN PACE PROVIDED. Printed: Friday, August 12, 2016 FILE COPY � INSPECTOR COPY 0 APPLICANT COPY STATUS: ISSUED ENG2O16O24O • 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. • 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 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 7:00am to 6:OOpm on weekdays and 10:00am and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating fi•om 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 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 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. • E-Traffic Control • E-Fngineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: z ECG S: M/ �LN 3 � J^ Comcast, ®� j PROJECT LOCATED AT 201 2nd Ave N Edmonds DURATION OF WORK APPROXIMATELY TBD HOURS OF: OPERATION M-F,gAM,3PM JOB NUMBER: JT#207049 Sunshine Crabbs sunshine. crabbs(cDcablecomllc.net 0:360.863.2628X214 LEGENDS p SPOTTER b STATION CHANNELIZING DEVICE N ADVANCE WARNING SIGN LOCATION WORK VEHICLE CHMNEL17JNG DEVICES SPACING ( FEET ) MPH I TAPER I TANGENT 20/301 20 1 40 W20-3 ENG �oI(P --0-4H c REPLACE FIBER ON EXISTING STRAND BEHIND THE POST OFFICE. TIE IN AT POLE LOCATED ON THE S SIDE OF MAIN ST DIRECTLY ACROSSS FROM THE ALLEY BETWEEN 2ND AVE N AND 3RD AVE N, PUSH NEW COAX AND FIBER DOWN RISER HEADING N THROUGH EXISTING 2" CONDUIT APPROX 122' . DIG AND INTERCEPT EXISTING 2" IN ALLEY NEXT TO EXISTING POLE, ALONG WITH AN EXISTING 4" CONDUIT THAT IS HEADING S DOWN ALLEY AND OVER SET WITH 17X30 VAULT. FROM THIS POINT FIBER (ONLY FIBER) WILL BE PLACE THROUGH EXISTING 4" CONDUIT UNDERGROUND AND INTAI3t ROAD WORK SPACING TABLE vV u-. X 200'+/- 1 ROAD CLOSED AHEAD R8-3 � PARKIN( AFTER EXISTING 2" RISER WITH EXISTING 12CT FIBER AND 625 n R1;FE0. -10 f-IlsvRe STREET (i H+3 FoR 't GMQsQARN CLOSED STREET CLOSURE 00A3 r"L ZII!II ME PER - NOTES: MV'tl(.0 57ANDA WDS. 1 POTTER TO ASSISTS WO ING OVER LASH N a TTS NOT TO SCALE TRAFFIC CONTROL PLAN #1 OF 2 STREET USE PERMIT # DIG AND INTERCEPT EXISTING 2" CONDUIT FROM THE SOUTH, AND THE EXISTING 4" CONDUIT FROM THE NORTH, AND OVER SET WITH A 17X30 LOADBEARING POLY VAULT. T•� ,,,,L2nd Ave N PLACE4" RISER AT UTILITY POLE �IIII11 X _ _ AND CONTINUE NORTH WITH _ 28" TRAFFIC FIBER OVERLASH I_ I11111 _ CONES THROUGH ALLEY DSING NORTH A14 IN 1 ! trr-0 i C 1 / KOAK Z WORK Alley One way --3-- 123' [�STRgEET STREET CLOSURE 3rd Ave N AS L W 2. (NO PARKING) SIGNS WILL BE IN PLACE '12HOURS PRIOR TO JOB START TIME (No-t �ERH1�16p'to -row, rn m m L 2nd Ave N �1111111� �1111111 — I I 113rd Ave N TRAFFIC CONTROL SERVICES FELIPE J. MACIAS,TCS #008890 Tack0trafficcontrolservices.net OFFICE # (425) 658.3656 JULY 20, 2016 7�rowc.1: C%4U;)-77►-OU0 +F+Rc- ��lL5�55t-VLOO MVS-r SO pi0iIF-1E-D A MIN1MJopt OE '?-LHO%M$ MOsM Z0 YtA4tl OF C&NVWrWJ. CMC.�-GE1��N O+SQR-rcA ��ltS�115- IAS`{S Ze CIE L*pVVs--jGD + ►NF "Eo OAY eF GoNb-rRM.c.jjoN (&.GK lm"f�. IF Go0QD10NIF-L w11%A 01sp0%kL (-VLS)1-78--N6-i a'?tILlett -10 5-TAR-1 of t-oNSztLk�-tio)V. * tjol%V`1 Ar-V'E0r--D 9-E5,10G11N"-S * 6u1.stNEssES. Comcast. PROJECT LOCATED AT THE CORNER OF Edmonds St & 3rd Ave N Edmonds DURATION OF WORK APPROXIMATELY TBD HOURS OF OPERATION M-F, 8AM-5PM JOB NUMBER: JT#207049 Sunshine Crabbs sunshine.crabbs(cDcablecomllc.net 0:360.863.2628X214 i II c ca 2 CHANNELIZING DEVICES SPACING ( FEET ) MPH I TAPER TANGENT 20/301 20 40 LEGENDS j] SPOTTER b STATION ■,■■ CHANNELIZING DEVICE N ADVANCE WARNING SIGN LOCATION WORK VEHICLE �Innn �= I OVERLASH HEADSING NORTH THROUGH ALLEY Alley One way �� 123'P\ 109 V1 OCO Continue overlashing up to Edmonds and then head East down Edmonds. Tie into existing aerial splice case. 2nd Ave N W20 1 ROAD Continue overlashing across Bell St WORK AHEAD and North to Edmonds St N Alley Onewy ROAD WORK AHEAD =J1111111 -_ �11nn1 3rd Ave N NOTES: 1. SPOTTER TO ASSISTS WORKERS DURING OVEPLASHIN SSISTS PEDESTRIANS AROUND WORK2. (NO PARKING) SIGNS WILL BE IN PLACE NHOUPRIOR TO JOB START TIME. ((Jorf QER-%%'f1 Z- f-E(Z -TO Ft(AA V-C GH-13 FoR -r 0-M Po VN(ty V-OMD C4,0s"t r. 102' Tie into existing aerial splice case. 28" TRAFFIC CONES IN, W{ }! s NOT TO SCALE TRAFFIC CONTROL PLAN #2 OF 2 STREET USE PERMIT# LL 'O c 0 E -o w 120' R8-3 It 30' PARKIN AFTER f 30' TOW-AWAVARE illfllll�� W20-1 I 1 1 I ROAD WORK AHEAD TRAFFIC CONTROL SERVICES FEE J. MACIAS,TCS #008890 iLIP s Ma�trafficcontrolservices.net OFFICE # (425) 658,3656 JULY 20, 2016 Page 6H-30 2003 Edition Notes for Figure 6H-13—Typical Application 13 Temporary Road Closure Support: 1. Conditions represented are a planned closure not exceeding 20 minutes during the daytime. Standard: 2. A nagger or uniformed law enforcement officer shall be used for this application. The nagger, if used for this application, shall follow the procedures noted in Sections 6E.04 and 6E.05. Guidance: 3. The uniformed law enforcement officer, if used for this application, should follow the procedures noted in Sections 6E.04 and 6E.05. Option: 4. A BE PREPARED TO STOP sign may be added to the sign series. Guidance: 5. When used, the BE PREPARED TO STOP sign should be located before the Flagger symbol sign. 2003 Edition Page 6H-31 -To as ON AW- S'iRcE-i LX6s 99-1oR "ro Figure 6H-13. Temporary Road Closure (TA-13) Od3Hd YdOM — ordONor Ct t d 1; 01 �03NVddd388d � 38 B W0VLK 4utfc't�eN/(2pq� A GLnS��� . Buffer Space (optional) TYI It It Acal Application Note: See Tables 61-1-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Buffer Space (optional) 1 t A • J6 B BE PREPARED i TO STOP �C ROAD J6 — WORK ,AHEAD 13 SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350 RURAL ROADS, URBAN ARTERIALS. 25 / 30 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (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 = U3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 & 40 40 60 90 - - - - - - 10 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35140 30 60 25130 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 111 200 250 305 BUFFER VEHICLE ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR 30 FEET MIN. MINIMUM HOST VEHICLE WEIGHT 15.000 LBS. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS 100 FEET MAX, RECOMMENDATION. PROTECTIVE VEHICLE NO SPECIFIED MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA. REQUIRED ® T O A A ® WORK AREA X T x 1 v3 e SD 48" d8" RDAD WORK SHOULDER AHEAD WORK 48" 48' W20-1 W21.5 LEGEND 4 TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED NOTES: CHANNELVJNG DEVICES (40 MPH OR LESS) 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 2U(FT) PROTECTIVE VEHICLE 2. ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE FILE NAME S:10es1 n R P& St4.StandarCst2-Plan Sheet Llbra t01-Published PSLI(TC) Work Zone TraRk Co,tmI%W(TC-5) Shoulder Closure - Low Speed (40 MF H or Le )ITC-5.Egn Plot 1 TIME GATE 9118,2d PM 91t812014 FED.AID PROJ.NO. PLOTTED 1 FletcCo AS AS -" DESIGNED BY +� .we• Washington State ENTERED BY CHECKED BY m"r..cr" ux.rw w Department of Transportation e PROJ. ENGR. re nre TRAFFIC CONTROL PLAN ••ssn REGIONAL ADM. REVISION DATE BY Lane Closure on Urban Street, Flagger Control ! •�� - ' ." " - "°"" y � @.. See: Tattle f for Suffer Length, TWO 2 for Slgn SP!•ardnr� � : /�, Table 3 for Taper Length `L- and Charinaliizer 42ty. I i si(-ri, A_ C ,y t P a* 1100' Jd IAWFER G-->� g Ft—• 50` MIN. SPACE 1, This I 1 C shall be used for low -speed facilaiies Bretuimgi Tova traffic volumes. 2. Where work space is short, where road users can se' the roadway beyond, and where volume is low. vahicuf- traifIc may be self-regulating. See TAU-4. ' i:stj` �.lS' ,,��' �, S-S• tL�}•,.•^-- i 'y�T Y i� :..�z � "j�',� �„�•t ter., i�p '�_ ��`,�'.�,. �- �..:� °ti.-:�i('� �- D_t 3. Mara vehicular traffic cannot eflactive)v self -regulate, one or bAF0 flaogers shall be used as 4ushated In 1AD-5 or TAD-14. /or Hags may b2 used to call attention 4. Flashing warning tights and.� ' F to the advance warning signs. 5. For low-volums situations with short work zones or straight __ 1. The lanes on e;tl roadways where the 11agger is visible to road users approaching a minimum widtt fron both directions, a single tagger, Positioned to be visible to p of the channelizi road users from both directions, may b2 used. _ outside edge of I -' 2. YVorkers in the r( 6. At night, flagger stations shall be illuminated, except in emergencies. f 77 3. Flashingwarnin4 to advance wam P e26^� s r © Co;grigrtf 2007 Mcon• Inc. All rights reserved. #PRG3A Publ. 110, _ ag MOTE: LOCAL REGULATIO:Jbt.;AYVF,R` a n M Cn 0 Stopping Sight Distance as a Function of Speed Suggested Advance Warning Sign Spacing. _ 6 Guideline Distances for: Longitudinal Bu, er Space, Advance Warning Sign Spacing can vary from stste to state at- Flagger Stations, and road User Visibility agency to agency. These distances can be from 4 to 12 times the speed limit in feet depending on roadway conditions. Check SPEED* -MPH I DISTANCE -FEET CHAMELIZER-01Y. your local regulations for guidelines. 20 115 6 25 155 7 30 200 7 35 250 8 40 305 8 45 360 8 50 425 9 55 495 9 60 570 10 65 645 10 70 730 11 75 820 11 ROAD TYPE DISTANCE EEMIEEN SIGNS A i3 C Urban 100, (Low Speed''') (30m) Urban 350` (High Speed*) (100m) Rural Soo, (150m) Expressway - 1,000, 1,500° 2,640' Freeway (300m) (450m) (300m) �e l " Posted speed, off-peak 55th percentile speed prior to r Speed category to be determined by highway agency. work starting, or the anticipated speed in mph. (' NOTE: LOCAL REGULATIONS MAY VARY O Copyright 2007 InCom, Inc. All rights reserved. #PRG3A Publ. 1/07 Page 46 Suggested Taper Length and Channelizer Quantity Index - (Feet and MPH) . Downstream Taper -100' Min. • One Lane -Two Way (Flagger) Taper - 100' Max.150' Min. NIN. TAPEP. LENGTH lCWS'S UR (WY511 0TY.) TAPER"L" FORMULAS L=WxSXS 60 L=WxS L =TAPER MIN. LENGTH (FT) W =WIDTH OF OFFSET (FT) S = SPEED p IPH) Tha maximum distance in Sect (meters) beturean devices in a taper should not exceed 1 times the speed limit in mph (0.2 times the speed limit in km/h). NOTE-:: LOCAL P,EGULATIONS MAY VARY © Copyright 2007 InCom, Inc. All rights reserved. #PRG3A Publ. 1107 Pane 47 Merge Taper s "L" Shift Taper - "11/2 L" Shoulder Taper - "1/3 L" WIDTH OF LANE OFFSET WIDTH OF LANE OFFSET WIDTH OF LAME OFFSET SPEED From Normal Lane Width Due toWo11r Zone From Normal Lane Width Due to Work Zone From Normal Lane Width Due to Work Zone R 4' 6' 8' 10' 12' 4' I 6' 8' 10' 12' 4' 6' a' 10' 12' 60, 90' 120' 150' 180' So' 45' 60' 75' 90' 20' 30' 40' so, 60' 30 (3) (4) (5) (6) (7) (3) (.3) (3) (4) (4) (3) (3) (3) (3) (3) 80, 12� 165' 205' 245' 4.0' 65' 65' 105' 125' 30' 45' 55' 70' 85' _ 3a (4) (5I (6) (7) (8) (3) (3) (4) (4) (5) (') (31 (3) (3) (-) 106' 160' 215' 27o' 320' 55, 80, 110' 135' 160' 35, 55' 75' 90, 110, 40 (4) (5) (7) (8) (9) (3) (3) (4) (5) (5) (3) (3) (3) (4) (4) 45 180' 270' . 360' 450' 540' 90' 135' 180' 225' 270' 60, 90, 1 20' 150' 180' (5) (7) f9) 0 1) (73) (4) (4) (5) (6) (7) (3) 1 (3) (4) (5) (s) 200' 300' 400' 5OW 600' 100' 150' 200' 250' 300' 70' 100' 135' 170' 200' 60 (5) (7) (s) (1'1) (r3) (4) f`fJ (St (6) (7) (3) (3) (4) (5) (5) 220. 330' 44-0' 550' 660' 110, 16� 220' 275' 330' 75' 110' 150' 185' 220' SS (`J`) (7) (`?3 (11) (13) (�� ('�1 (� t (6) (7) (3) (3) (4) K) t5) 240' 360' 480' 600' 720' 120' 180' 240' 300' 360' 80' 1 -120- 160' 200' 240' 60 (5) (7) 1) 0q, (4) (4) ('S) (6) (') (31 I (3) '4) SS 260' 390' 520' 650' 780' 13V 195' 260' 325, 390'IL 130' 175' 220, 260' (1 t r (13) ('1) ('4; (4.' (6) (7) (31 (4) (5) (:il a,® 280 420' 580' 70o' 840' 140' 210' 280' 350' 420� 140' 190' 235' 280' ,,1) !.y f=. l5) Description of proposed work: REPLACE FIBER ON EXISTING STRAND BEHIND THE POST OFFICE. TIE IN AT POLE LOCATED ON THE S SIDE OF MAIN ST DIRECTLY ACROSSS FROM THE ALLEY BETWEEN 2ND AVE N AND 3RD AVE N, PUSH NEW COAX AND FIBER DOWN RISER HEADING N THROUGH EXISTING 2" CONDUIT APPROX 122' . DIG AND INTERCEPT EXISTING 2" IN ALLEY NEXT TO EXISTING POLE, ALONG WITH AN EXISTING 4" CONDUIT THAT IS HEADING S DOWN ALLEY AND OVER SET WITH 17X30 VAULT. FROM THIS POINT FIBER (ONLY FIBER) WILL BE PLACE THROUGH EXISTING 4" CONDUIT UNDERGROUND AND THEN RISER UP THE NEXT POLE NORTH APPROX. 106' NORTH. PLACE 4" RISER AND CONTINUE NORTH WITH OVERLASHING TO EXISTING STRAND THROUGH ALLEY UNTIL REACHING THE INTERSECTION OF EDMONDS STAND THE ALLEY BETWEEN 2ND AND 3RD AVE N CONTINUE THROUGH INTERSECTION TO POLE LOCATED ON THE NE CORNER OF THE ALLEY AND EDMONDS ST. THEN OVERLASH 1-SPAN EASTTO TIE FIBER INTO AERIAL SPLICE CASE LOCATED ON EDMONDS ST Ccomcast C3; CableGom ENGINEERED FOR: " C omc Ste EDMONDS POST OFFICE LID 207049 2012nd AVE N EDMONDS CONTACT PERSON: CableCom LLC Comcast Supervisor Joe Fordon - (425) Jason Archey - (360) 319-4968 319-8966 410 Valley Ave NW Suite 12 8602 Maltby Rd BLDG C Woodinville, Wa 98072 Puyallup, Washington 98371 SHEET INDEX: 1- COVER SHEET/PROJECT LOCATION 2 - PLAN VIEW & STANDARD DETAIL Ctrs., �'(� .q.. ` Awrf� 4100 f ! y t • r r. i oxt Ofr�ce �4 4 PROJECT LOCATION JT # 207049 FILE NAME Edmonds Post Office LID SHEET ASBU I LD DATE: 6/3/2016 NUMBER: THIS IS PROPRIETARY INFORMATION- NOT FOR DISTRIBUTION 207049 EDMONDS POST OFFICE LID 201 2nd AVE N EDMONDS Hand Off Prepared By: Jason Archey - (360) 319-8966 REPLACE FIBER ON EXISTING STRAND BEHIND THE POST OFFICE. TIE IN AT POLE Rev Date LOCATED ON THE S SIDE OF MAIN ST DIRECTLY ACROSSS FROM THE ALLEY BETWEEN 3 Date: 2ND AVE N AND 3RD AVE N, PUSH NEW COAX AND FIBER DOWN RISER HEADING N ENGINEERED FOR: LID THROUGH EXISTING 2" CONDUIT APPROX 122' . DIG AND INTERCEPT EXISTING 2" IN Joe Fordon - (425) 319-4968 ALLEY NEXT TO EXISTING POLE, ALONG WITH AN EXISTING 4" CONDUIT THAT IS CableCom Ccomcast HEADING S DOWN ALLEY AND OVER SET WITH 17X30 VAULT. FROM THIS POINT FIBER Comcast OPE ONLY FIBER WILL BE PLACE THROUGH EXISTING 4" CONDUIT UNDERGROUND AND f a I .rrQ. 4'uV - P J !� • i i Continue overlashing across Bell St and North to Edmonds St IL r. 'j` `Mj 7 C o W4/A `— P L2 F V • qW /Edmon Autonn O A # NNW 207049 EDMONDS POST OFFICE LID 201 2nd AVE N EDMONDS Detail View C3: CableCom Prepared By: Jason Archey - (360) 319-8966 Rev Date REPLACE FIBER ON EXISTING STRAND BEHIND THE POST OFFICE. TIE IN AT POLE LOCATED ON THE S SIDE OF MAIN ST DIRECTLY ACROSSS FROM THE ALLEY BETWEEN 2ND AVE N AND 3RD AVE N, PUSH NEW COAX AND FIBER DOWN RISER HEADING N THROUGH EXISTING 2" CONDUIT APPROX 122' . DIG AND INTERCEPT EXISTING 2" IN ALLEY NEXT TO EXISTING POLE, ALONG WITH AN EXISTING 4" CONDUIT THAT IS HEADING S DOWN ALLEY AND OVER SET WITH 17X30 VAULT. FROM THIS POINT FIBER (ONLY FIBER) WILL BE PLACE THROUGH EXISTING 4" CONDUIT UNDERGROUND AND THEN RISER UP THE NEXT POLE NORTH APPROX. 106' NORTH. PLACE 4" RISER AND CONTINUE NORTH Date: ENGINEERED FOR: LID co �� ��� Joe Fordon - (425) 319-4968 Comcast ope 1 f O .�►. Continue overlashing up to Edmonds and then head �.% East down Edmonds. Tie into existing aerial splice case. 01, jr Ab*�.. 4 r ' AW `~ ��' Tie into existing aerial splice case. r A 10, s � qw* �, t i f� •ram ' - • -�4 - -1,F �: r 207049 EDMONDS POST OFFICE LID 201 2nd AVE N EDMONDS Overview M a p Prepared By: Jason Archey - (360) 319-8966 Rev Date REPLACE FIBER ON EXISTING STRAND BEHIND THE POST OFFICE. TIE IN AT POLE LOCATED ON THE S SIDE OF MAIN ST DIRECTLY ACROSSS FROM THE ALLEY BETWEEN Date: C3 2ND AVE N AND 3RD AVE N, PUSH NEW COAX AND FIBER DOWN RISER HEADING N ENGINEERED FOR: LID THROUGH EXISTING 2" CONDUIT APPROX 122' . DIG AND INTERCEPT EXISTING 2" IN �O � ����® Joe Fordon - (425) 319-4968 CableCom ALLEY NEXT TO EXISTING POLE, ALONG WITH AN EXISTING 4" CONDUIT THAT IS HEADING S DOWN ALLEY AND OVER SET WITH 17X30 VAULT. FROM THIS POINT FIBER Comcast ope I (ONLY FIBER) WILL BE PLACE THROUGH EXISTING 4" CONDUIT UNDERGROUND AND