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ROW PERMIT ENG20170363.pdf`A OF E�,f "L CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 -'4 I g90 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20170363 RIGHT OF WAN" PERMIT (6-EUJC) Permit Number: ENG20170363 Expiration Date: 06/03/2019 Job Address: 424 5TH AVE S, EDMONDS Location: 424 5TH AVE S COMCAST OF WA, LLC 410 VALLEYAVENW SUITE 12 BID C RHONDA RESNIK PUYALLUP, WA 98371 Cablecom LLC C/O STEVEN NIELSEN 1316 Bonneville Ave Bldg. A Snohomish, WA 98290 (360)668-1300 LICENSE #: CABLEL*971DP EXP: 08/21/2019 Frompole open trench 4', setting newvault. Continue open trench 14'to bore pit. Frombore pit drill 300'west, 2nd bore pit. Open trench 17 to sidewalk. Proof and pull in e)asting conduit west to 424 5th Ave. S. Open trench 20'. Place new vault in sidewalk. Continue to bldg. DISMIPTION INFORMATION ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 3 X 5 ) 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 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. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONEYEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE W ORK • 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) BEFOREANYEXCAVATION 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. RELEASED BY DATE Monday, December 03, 2018 ❑ FILE COPY INSPECTOR COPY 0 APPLICANT COPY STATUS: ISSUED ENG20170363 • 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 • 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 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all othertimes 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 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 from any and all claims for damages of whatever nature, arising directly or indirectly fromthe issuance ofthis permit. Issuance ofthis 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-Engineering Final • &Traffic Control - Walnut • E-Sidewalk Pre -Pour • E-Final Restoration Limits • E-Traffic Control - Walnut & 5th • E^Sidewalk Post -Pour PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: ��� pF v4�n 1 zr J' -''vc. is00 REgUB Nov 13 201 � 640GX _ ROW PERMIT NO.: ENG a O GS ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: JP MORGAN SITE ID 42087 CONTRACTOR: Cablecom LLC Mailing Address: 1316 Bonneville Ave. Bldg A Snohomish, Wa 98290 State License #: CABLEL*971 DP City Business License #: NR-021818 CONTACT: Comcast - Cody Shackett cablecom LLC - Sunshine Crabbs Phone #: 360-454-3163 Fax #: Email #: Comcast - waconstruction_jointuse@cable.comcast.com Cablecom LLC - SUNSHINE.CRABBS@CABLECOMLLC.NET ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 424 5TH AVE S - job#223821 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision El 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): G( rni p�e. -6 r_ 1; n Ste- o Lla L 1 5h a+Aa.5 . Co"rwo_ +'o 6 .>1 PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut: 3 x 5 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 I Contractor or Agent ' I NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 1 - ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 1 00'MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50/70 TAPER 20 30 40 TANGENT 40 60 80 I.1R9A1a. ! 1 PLACE SIGN AT 5TH AVE S WALNUT ST I R W20-1 535 WALNUT ST PARCEL NO: 00659700020100 SIGN SPACING = X (FEET)" FREEWAYS & EXPRESSWAYS 55 / 70 MPH i 500` ± (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 600' ± 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' t"" URBAN STREETS 25 MPH or LESS 100, t*" ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ADVANCED WARNING SIGNS IF FEASIBLE VY� D44-4>: wiw, -To AJotP Is /zt 116 -- 1/2/ l t A< EDMONDS TCP REQUIREMENTS 1 SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2 PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5 MAINTAIN 1 VVEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6 MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. Applicant shall repair/replaor, 4l damage to utilities or frontage ill ,Movements in City right -of -Way per City stan6ards that is caused or carcurs dUrIng the parmrted pvq) ect. � 555 WALNUT ST PARCEL NO: 00896900000600 -T R/w- ^R7W R R/w �1a /w —R(w— X F—R/Wfi �■ ■ �. ' Wl-4L` W20 % WORK WORK 2ZAREA W• 4•-119.o •1AREA E]HI• 2MIN • • • • • 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-100Y OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. o- 39 II jI 603 WALNUT ST s vj PARCEL NO: 00434209403700 IL 19-11 a _ W20-1 I ■ • 50'-100, 1 1ll IU2 ■ ■ 11' MIN I 50 -100 . SCOPE OF WORK: E WORK ZONE TBORE CONDUIT AND PULL FIBER CABLE THROUGH AND POTHOLE I rHr<UcL Iv_): uuaawuwcu IUu I I UVV1N:.,.t-o/W4T.RAU10R IS R11153('CNSIBL; I01 i CABLECOM CONTACT: Sl GN LEGEND NICK DALTON 1316 BONNEVILLE AVM 37 =zo 1 EXISTING UTILITIES FOR ACCURATE PROFILE SNOHOMISH,WA 98290 DEPTHS. ,DPP EE) AS NOTE C.360.214.2478 � SHOULDER STREET USE PERMIT #: TBD BY CITY NICHOLAS.DALTON@CABLECOMLLC.NET CLOSED HOURS: TBD BY CITY > <S> < 1brm LEGENDW90-1 WI-4R W -4L W20-301 W4-119L goo HIGH VISIBILITY WARNING BEACON . . • 48"x48 48" x 48 48" x 48 48' x48' 48"x48" CHANNELIZING DEVICES -� Knowallb■oreyou PARKING Callbeloreyoudig. (REQUIRED) FLAGGER STATION - FOR VEHICULAR IRO■ SIDEWALK L HEAC SIDEWALK �rN d 'PR�'K1N(��� S�VNS M'4'� i;E 'PI.Au, D ?2 �V5 W20-1 SIGN LOCATION AND AND PEDESTRIAN TRAFFIC CONTROL 10 FN A DVAic f_ /0&-r y/Oc- D-Ai SL F► IDENTIFICATION NUMBER tow AWAY AREA CROSS HERE CLOSED R7-T1 „ R9-11a R9-9 �JwI� %& /A) �1oF_• ns n r 36"; 24' 30•x2e 36"x24' } F� W GANG S : C) P-65,6P;v "POI!, ��M Y•• SHORT-TERM STATIONARY WORK ZONE -LANE SHIFT AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS) Af isx i-rcil m w pA q 0 10• 20' W TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) ?0*101P 6PA066, AQ)& t0 s6. SCALE: 1•-30• e R 201� 0�� 31 ma`s s EOF1NG�p O E0 N TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH I L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 1 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 1 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 437 5TH AVE S PARCEL NO: 00952100010100 — ^ Y�R/W--�•RfMh � i 4 Cn WALNUT ST M 505 5TH AVE S PARCEL NO: 01070900000100 SIGN SPACING = X (FEET)" FREEWAYS & EXPRESSWAYS 55 / 70 MPH i 00' t (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 800't RURAL ROADS 45 / 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' t RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' t"" URBAN STREETS 25 MPH or LESS 100't"" ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. " ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ADVANCED WARNING SIGNS IF FEASIBLE. EDMONDS TCP REQUIREMENTS 1 SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2 PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3 NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4, MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10 ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 529 WALNUT ST PARCEL NO: 00781900000100 535 WALNUT ST PARCEL NO: 00659700020100 • • W4-119L • 10 WORK ` 10 WORK HIE • • F► • • • AREA _L AREA 2 MIN • • • • • • . . . . . . • . . . . . . . ■ . . . . . . . . . 10 ■ • ■ • • . ■ ■ ■ • • ■ • ■ • ■ • ■ ■ • • • • ° • ■ ° • 11' MIN ••. L/2 • 1 _ SCOPE OF WORK: CABLECOM CONTACT: Jl GN L.l%GE YL USE WORK ZONET BORE CONDUIT AND PULL NICK DALTON FIBER CABLE THROUGH AND POTHOLE 1316 BONNEVILLE AVE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. SNOHOMISH,WA 98290 C.360.214.2478 STREET USE PERMIT #: TBD BY CITY NICHOLAS. DALTON@CABLECOMLLC. NET HOURS: TBD BY CITY ROAD WORK AHEAD T39 LEGENDW20-1 W1-4R WI-4L W20-301 W4-119L 48"x48" 48" X 48" 48" X 43" 48'x48" 48"X48" HIGH VISIBILITY WARNING BEACON ■ ■ ■ CHANNELIZING DEVICES (REQUIRED) FLAGGER STATION - FOR VEHICULAR PARKING ;ipEwnLKc�os�HFAo SIDEWALK W20-1 SIGN LOCATION AND [�!� F► IDENTIFICATION NUMBER AND PEDESTRIAN TRAFFIC CONTROL CROSS HERE CLOSED R7-T39 R9-11a 36's24' 30'x24' SHORT-TERM STATIONARY WORK ZONE - LANE SHIFT CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS) TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) 11 CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 555 WALNUT ST PARCEL NO: 00896900000600 R/W 'W1-dl W20-301 W20-1, • Know. wb■re below. Call before you dig. E1 S• •� S O 1 1 j � � t 546 WALNUT ST PARCEL NO: 00890000020100 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH I L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 1 55 1 60 1 65 1 70 LENGTH (FEET) 155 1 200 1 250 1 305 1 360 1 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50/70 TAPER 20 30 40 TANGENT 40 60 80 405 WALNUT ST PARCEL NO: 2703200412400 PLACE SIGN AT 3R0 AVE S ' R9;11a . • . ' • ' W20° 1 W20.4 W2Q. 400 WALNUT ST PARCEL NO: 00918200010200 SCOPE OF WORK: USE WORK ZONE TTRENCH/BORE CONDUIT AND PULL FIBER CABLE THROUGH STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND HIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND F► IDENTIFICATION NUMBER SIGN SPACING = X (FEET)' FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' t (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH BOO' f RURAL ROADS 45 / 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' t RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' t" URBAN STREETS 25 MPH or LESS 100' t" ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. ' ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. " ADVANCED WARNING SIGNS IF FEASIBLE. •� 50' . EDMONDS TCP REQUIREMENTS 1 SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2 PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4 MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN & LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. -I--=_ 22 11 x VWIQ20- ' 424 5TH AVE S PARCEL NO: 27032300413200 >f I. R —■■ WORK R9-9 . AREA 71 • • Knee; • .®.. • vcrnaE • ,,.� -50' - 100' 1 L2' MIN •R/W• R/W� (I ■ tn • I cc W x W20-7 T . 504 5TH AVE S � x PARCEL NO: 27032300413500 ; Ty �r T �I 18 12 6 T20=1 i � CABLECOM CONTACT: 01 GN LEGEND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 N ICHOLAS.DALTON@CABLECOMLLC. NET ROAD ONE ULYE BE • WORK ROAD> < PR;PAREO ■T AHEAD AHEAD TO ST,)P > < • • ■ CHANNELIZING DEVICES W20-1 W20-4 W3-4 W20-7 FLAGGER STATION - FOR VEHICULAR :AWAY KING 51DEWALKCLOSEDAHEAG 4a'x4s' 4e"x4s AND PEDESTRIAN TRAFFIC CONTROL SIDEWALK 7TOW 4— REA CROSS HERE CLOSED R7-T39 R9-110 36"x24' 30'x24' SHORT-TERMSTATIONARY WORK ZONE -LANE AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1 000'OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18, CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 437 5TH AVE S PARCEL NO: 00952100000025 R/.W= rAl 505 5TH AV PARCEL NO: 01075 • • Know wh■rs below. Call before you dig. WALNUT ST n ADDRESS: 424 5TH AVE S, EDMONDS, WA 98020 PROJECT NAME: CABLECOM - 223821 - JP MORGAN P gab a.•zm Wilt St 7i} Q Pe arcrs E IN D.Vt CJI; ..z AndersAr, cem-ET r DAb n �t D� ron St ul, l� Y, - L Alder Sr ti ,n ' A(der St SHEET��S, n SHEET 6 END =ar,[�Tty' I SHEET 4 r —�" _j Walnut st Ht,Ilyr (,f�i`1i1t Zl L Ncurall Way �L Eti�rlOi7�s h5'C'rsfT - '1041 S 41 1fr�rtt>ic " tiJ7rL�PSk ? Q � �S 4pnace i'I a-� Q7 M IZ Elrnomeip £rty Pqrk y10 Fi1:c-s1 Dr Seamon t Ln ia�rt! y`- u, v I�i�1e .St Prrrcr ,Sf Pine St @ 2018 Microsoft Corporation © 2018 HERE;i SITE LOCATION �K•1.111VTWG� CABLECOM CONTACT: JEREMY PRATT 1316 BONNEVILLE AVE SNOHOMISH. WA 98290 C. 360.746 5273 JEREMY PRATT@CABLECOMLLC NET COMCAST CONTACT: CASEY BROWN 410 VALLEY AVE NW, SUITE 12, BLDG C PUYALLUP. WA 98371 C 425 754 0064 CASEY_BROWN@COMCAST.COM SHAWN PETTIBONE MGC TECHNICAL CONSULTING, INC 6244 185TH AVE NE REDMOND, WA 98052 C 206.618.8732 SHAWN@MGCTECHNICAL COM SHEETINDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4-6 DESIGN VIEWS A-C 7. UNDERGROUND TYPICALS 8. SITE PHOTOGRAPHS SCOPE OF WORK TIE INTO EXISTING COMCAST SYSTEM AT POLE NEAR 555 WALNUT ST. RISER DOWN POLE WITH 1 4" CONDUIT AND AND SET NEW 30"X30" VAU . OPEN TRENCH SOUTH THEN BEGIN DIRECTIONAL BORE WEST IN WEST BOUND TRAVEL LANE OF WALNUT ST OPEN TRENCH TO EXISTING VAULT NEAR 515 WALNUT ST DIG AND INTERCEPT EXISTING CONDUIT IN THE WESTBOUND TRAVEL LANE OF WALNUT APPROXIMATELY 270' WEST THEN OPEN TRENCH AND SET A NEW 30"X48" VAULT IN SIDEWALK NEAR 424 5TH AVE S CONTRACTOR TO VERIFY EXISTING UTILITY I LOCATIONS PRIOR TO CONSTRUCTION a Know what's below. Call before you dig. 4 0S00• 1'=500' 2 11/13/18 SP KAW 1 09 24 18 1 SP JP NO. DATE I ENGINEER DRAFTER ^ ccomcas CLIENT ENGINEER: JEREMY PRATT ENGINEERING FIRM: MGCTECHNICF PROJECT NUMBER: 223821 LOCATION: 424 5TH AVE S EDMONDS, WA 98020 DRAWING NAME- 223021 - JP MORGAN - PLANS Wl2.1$dwg CONFIDENTIALIPROPRIETARY AS -BUILT COMMENT MGC SHEET: 1 OF LEGEND LINETYPES SYMBOLS INFORMATION TABLES AERIAL FIBER - EXISTING ® RISER - EXISTING AERIAL FIBER - ATTACH Tp TRANSMISSION/DISTRIBUTION POLE POLE NUMBER # UTILITY POLE INFORMATION TABLE AERIAL FIBER - OVERLASH ® RISER - PROPOSED EXISTING UTILITY 0'-0" (NUMBER OF ATTACHMENTS MAY VARY) T O TRANSMISSION POLE IPROPOSED ATTACH 1 0 -0 — — STRAND - EXISTING 0 CATCH BASIN/INLET (RECTANGULAR) — STRAND - PROPOSED O CATCH BASIN/INLET (ROUND) O DISTRIBUTION POLE IN: SEQUENTIAL IN/OUT CALLOUT — — — — — — -- -- CONDUIT - EXISTING CONDUIT - PROPOSED XOX FIRE HYDRANT �I„ GROUND/BOND #F OUT: • INNERDUCT - EXISTING WATER/GAS VALVE - • — G INNERDUCT - PROPOSED GAS LIGHT POST 0' QQ AERIAL STORAGE - EXISTING #F IN: TAIL: SEQUENTIAL IN/TAIL CALLOUT _ WT WATER TELEPHONES STREET LIGHT QQ AERIAL STORAGE - PROPOSED #F TAIL• SEQUENTIAL TAIL/OUT CALLOUT F/o - F/O FIBER OPTIC 0=_ TRAFFIC LIGHT ARM O VAULT/BUILDING STORAGE - EXISTING OUT. E ELECTRIC SEW SANITARY SEWER (SEW) STORM DRAIN TREE0 O VAULT/BUILDING STORAGE - PROPOSED TV CABLE TV CULVERT POLE ANCHOR/DOWN GUY — EXISTING HATCH PATTERNS STM STEAM --OIL OIL WING WALL POLE ANCHOR/DOWN GUY —PROPOSED UNKNOWN UTILITY CONCRETE SIDEWALK FENCE < DOWN GUY TO EXISTING ANCHOR — PROPOSED RIGHT OF WAY BRIDGE ►� SPLICE POINT — EXISTING EDGE OF PAVEMENT STREET SIGN �� SPLICE POINT —PROPOSED ` ABBREVIATIONS E E E E E <. < <. GRASS/VEGETATION ADA RAMP FFDP1 TERMINATION - EXISTING E E E E E ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE ® UTILITY POLE - EXISTING FDP TERMINATION - PROPOSED BSP BLACK STEEL PIPE PB PULLBOX - EXISTING GRAVEL CSW CONCRETE SIDEWALK UTILITY POLE -PROPOSED ELECT. ELECTRIC PB PULLBOX - PROPOSED EOP EDGE OF PAVEMENT O TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) CONSTRUCTION NOTE / RESTORATION CALLOUT EO1W EDGE OF TRAVEL WAY r r r r r FOC FACE OF CURB [y] TRAFFIC RATED VAULT - PROPOSED PHOTO -MARKER r r r r r r r r WATER F/O FIBER OPTIC (SIZE MAY VARY) HDPE HIGH DENSITY POLYETHYLENE HANDHOLE - EXISTING HH HANDHOLE (SIZE AND UTILITY TYPE MAY VARY) NORTH ARROW JB JUNCTION BOX H H HANDHOLE - PROPOSED • MH MANHOLE (SIZE MAY VARY) MP MILE POST El PEDESTAL - EXISTING Icll •$below. 0/S OFFSET SIZE AND UTILITY TYPE MAY VARY ( ) Call Cell before you dig. PR POWER RISER n PEDESTAL - PROPOSED 3 AS -BUILT PVC POLY VINYL CHLORIDE r (SIZE MAY VARY) 2 11/13/18 KJa RORGIN EVISION I 1 SP RGS RIGID GALVANIZED STEEL CONDUIT WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) NO DATE ENGINEER DRAFTER COMMENT _ ROW RIGHT OF WAY CQmcast MGC SEW SANITARY SEWER BORE PIT - PROPOSED SO STORM DRAIN (SIZE MAY VARY) CLIENT ENGINEER: JEREMY PRATT ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC STA. STATION UTILITY POTHOLE PROJECT NUMBER: 223821 STM STEAM LOCATION: 424 5TH AVE S EDMONDS, WA 98020 TEL TELECOM DRAWING NAME 223821 • JP MORGAN • 424 STH AVE S. EDMONDS - _ PLANS 11.12.18.dw GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC hereby disclaims any responsibility to third parties for the accuracy of this information Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System to ascertain the location of underground utilities prior to performing any excavation 1 ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF EDMONDS REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY ALL WORK WITHIN PUBLIC R 0 W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OF EDMONDS INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER 2 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF EDMONDS AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON -SITE AT ALL TIMES 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7 IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8 ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE 9 FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF EDMONDS, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.0 D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF EDMONDS 10 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF EDMONDS INSPECTOR AT ALL TIMES. 13 DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS 14. ALL EROSION AND SEDIMENT CONTROL (E S C) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY ALL E S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING 15 ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF EDMONDS ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS 16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF EDMONDS 5 Know what's below. Call before you dig. LO H Lu LLI 2 O H- U Q DESIGN VIEW A S # ( M L, V-OnL-OCAnG•S U'C' 'It- $60-D- GRO`�5/NC�S 'v(. {.%vsT tV*rN7A/nJ A µim Mum. or 51 4rjV?%70'7A, - 4- V v ER-SIILA , fi-EMI '-7roA) r SLtrM (G1-1`'( J7 ILI TI S. WI-TH 'Pwv-ZRPj-r of vAOL:ry Fuu- wlp-fA O F -"i0r2L0A1-Y- C.ALI. C-Or- F�N�I� IR-6s�oR�4 ; ion �1 r4i� �NS� G.G'1roN. CONSTRUCTION NOTES 1O PROPOSED (1) 4" RISER CONDUIT. PULL (1) 12 CT FIBER THROUGH. 2O PROPOSED OPEN TRENCH. PLACE (1) 4' CONDUIT, PULL (1) 12 CT FIBER HQUG! V. O3 PROPOSED VAULT LOCATION. 4O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4' CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED 4' x 6' BORE PIT LOCATION RESTORATION NOTES OREPAIR ASPHALT PER LOCAL JURISDICTIONAL STANDARDS. OREPAIR CURB & GUTTER PER LOCAL JURISDICTIONAL STANDARDS. ©REPAIR SIDEWALK PANEL PER LOCAL JURISDICTIONAL STANDARDS. CONTRACTOR NOTES 1. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2' WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. (WHEN WORKING WITHIN DRIP LINE OF TREES) 2. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 3. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. 16 Know whafs below. 10' 20' Call before you dig. SCALE: 1 "-20' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION SEE SHEET #B FOR SITE PHOTOGRAPHS CONSTRUCTION NOTES O PROPOSED OPEN TRENCH. PLACE (1) 4' CONDUIT, PULL (1) 12 CT FIBER THROUGH. 4O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4' CONDUIT PULL (1) 12 CT FIBER THROUGH. OS PROPOSED 4' x 6' BORE PIT LOCATION 6O EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. H W W 2 O RESTORATION NOTES ~ REPAIR ASPHALT PER LOCAL JURISDICTIONAL U O STANDARDS. Q OREPAIR CURB & GUTTER PER LOCAL JURISDICTIONAL STANDARDS. OREPAIR SIDEWALK PANEL PER LOCAL JURISDICTIONAL STANDARDS. CONTRACTOR NOTES ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2' WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. (WHEN WORKING WITHIN DRIP LINE OF TREES) LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND T HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. • • .4 Know wh„sbelow. 0 10' 20' Call bofore you dig. =—=� SCALE: 1"=20' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND /F ORIENTATION SEE SHEET #B FOR SITE PHOTOGRAPHS DESIGN VIEW B WALNUT ST — F/o Fro E E /0 1 F/0 F/0 E� E— C/0 F/0 f/n DESIGN VIEW C CONSTRUCTION NOTES O PROPOSED OPEN TRENCH. PLACE (1) 4' CONDUIT, PULL (1) 12 CT FIBER TH Ql O XULT L 3 PROPOSED AULT LOCATION. O EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED OPEN TRENCH. PLACE (2) 4' SPLIT DUCT. PULL EXISTING FIBER AND NEW 12CT FIBER THROUGH. LO W W U) O F— M RESTORATION NOTES O REPAIR ASPHALT PER LOCAL JURISDICTIONAL Q STANDARDS. OREPAIR CURB & GUTTER PER LOCAL JURISDICTIONAL STANDARDS. OG REPAIR SIDEWALK PANEL PER LOCAL JURISDICTIONAL STANDARDS. CONTRACTOR NOTES 1. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2' WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. (WHEN WORKING WITHIN DRIP LINE OF TREES) 2 LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND T HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 3. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. • Know whies below. 10' 20' Call before you dig. SCALE: 1"=20' �{ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND M' ORIENTATION SEE SHEET #e FOR SITE PHOTOGRAPHS UNDERGROUND TYPICALS MATCH EXISTING NEW PANEL -MATCH EXISTING EXPAND TO JOINT +.?`�.;'r-+.'• '1 i'rr` :''•t ':1=.F'`, �'y1�:'7�r%:'1 w.�' 6" MNRL AGG TYPE 2 (COMPACTED AS SPECIFIED IN CONTRACT DOCUMENTS) 6" MIN. TYPE 2 CRUSHED ROCK COMPACTED BACKFILL 6" • 6" SAND COVER 6' 6" SAND BEDDING 12" 24' TYPICAL CONCRETE SIDEWALK PANEL CROSS SECTION DETAIL SCALE:NTS )(3 38x48-VAULT DETAIL SCALE:NTS 2" HMA (CL }") (MATCH 12 MIN EX IF GREATER) EX ASPHALT SURFACE 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL 0iAMoNP KAie uVp TYPICAL ASPHALT TRENCH DETAIL SCALE:NTS 12" 6" SAND COVER 6" SAND BEDDING SEE STD PLAN TYPE 410C CURB • Know wj,2rs below. Ca)( balorc you dig. SITE PHOTOGRAPHS PHOTO #1: FACING NORTHEAST ON SOUTH SIDE OF WALNUT ST I I 2 3 PHOTO #2: FACING NORTHEAST ON SOUTH SIDE OF WALNUT ST f 5 4 6 1, PHOTO #3: FACING NORTH ON THE SOUTH SIDE OF WALNUT ST 7 6 ----mom ■ ■ CONSTRUCTION NOTES 1O PROPOSED (1) 4" RISER CONDUIT. PULL (1) 12 CT FIBER THROUGH. O2 PROPOSED OPEN TRENCH. PLACE (1) 4- CONDUIT, PULL (1) 12 CT FIBER THROUGH. O3 PROPOSED 30x48 VAULT LOCATION. 4O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4- CONDUIT PULL (1) 12 CT FIBER THROUGH. O5 PROPOSED 4' x 6' BORE PIT LOCATION O6 EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. O7 PROPOSED OPEN TRENCH. PLACE (2) 4" SPLIT DUCT. PULL EXISTING FIBER AND NEW 12CT FIBER THROUGH. a Know. whars below. Call before you dig. Installation Guide for Bulk Vault with Ductile Iron Covers Introduction This Installation Guide provides general information useful for installation of the Channell Incredible Bulk line of below grade handhole vaults configured with ductile iron covers and a galvanized steel support ring. The guide cannot anticipate all situations that could be encountered in the field, and therefore, represents information applicable to common installation conditions. Please consult local company practice for proper product configuration for each application. The use of the iron lid/steel ring combination is intended for applications where there is by design, vehicular traffic present. Applications such as alley ways and parking lots would be illustrations of these applications. It is important to note that the steel frame must be imbedded in a concrete surround or collar as part of the installation. The BULK vault body is reinforced by the use of custom fabricated embedded racking in the sidewall of the vaults. In the course of vault placement, it may be necessary to drill holes for ducts or cut away portions of the HDPE vault to fit in a previous installation. Under no circumstances are the vertical racks to be cut in the process. Failure to observe this requirement may lead to premature failure of the installation. Site Preparation 1. Ensure that all federal, state, local, OSHA, and company specific regulations and safety practices are met prior to beginning and continued throughout the installation process. 2. Excavate the hole 8-10 inches larger than the width and length dimensions of the handhole body. 3. Excavate the depth of the hole 6 inches deeper than the overall depth of the vault. Tamp the excavated bottom of the hole to compress any loose soil and flatten the bottom. 4. Place 5-6 inches of W crushed rock over the entire floor. The rock should be free of soil and other organic matter. This important step prevents subsistence of the vault over time, aids in drainage, and provides a solid foundation for the handhole. a. As an alternative, a dry mix of cement and crushed rock in a 1:10 ratio may be used to form a higher strength foundation. b. NOTE: Do not use "pea gravel' or other "round stone" for this step J Dedicated to protecfing fiber optics through design, Innovation, and service, BROUGHT TO YOU BY CHANNELL Installation Guide for Bulk Vault with Ductile Iron Covers Iq Placement of the Handhole 1. If duct openings are needed, drill holes in the HDPE sidewalls using a properly sized hole saw. Other clearances that may be required during a retrofit of a previous installation may be obtained by using a 'rsawzall" or equivalent. a. NOTE: Do not cut the metal embedded racks in the sidewall of the handhole body i 2. Place the handhole vault with the steel ring in place in the pit. Level the vault assembly to grade by adding/adjusting of the crushed rock foundation. 3. Remove any soil or rock pieces from the cover seat in the steel ring. Place the support beam(s) onto the ring and place the iron covers in the ring. Assure the support beam and covers are properly seated. Cover the bolt holes with an adhesive backed tape, such as "duct tape" to prevent filling or contamination during backfill of the pit. MMG, Dedicated to protecting fiber optics through design, Innovation, and service. BROUGHT TO YOU BY CHANNELL Installation Guide for Bulk Vault with Ductile Iron Covers Backfilling 1. The excavated pit should be backfilled with fine crushed gravel, or "crush and run". Hand tamp the gravel in layers of 4-6 inches to insure flow of backfill into the cells of the vault wall. a. NOTE: Care should be taken to prevent excessive damage of the cellular ribs during the tamping step. 2. Add backfill to a level 6-8 inches from the top of the cover. Tamp the final layer the backfill to a uniform level to grade. Ai Adding the Cement Collar 1. The final step is the addition of cement to the top of the handhole/ring assembly 2. Add cement to the pit assuring that cement flows into the sidewall cells and is uniform under the steel Dedicated to protecting fiber optics ltjm4h design, innovation, and service. BROUGHT TO YOU BY CHANNELL Installation Guide for Bulk Vault with Ductile Iron Covers flange on the galvanized ring. If possible, add rebar along the sides and around each of the four corners at 3 inches or so into the cement pour. 3. Finish the cement layer to the top of the ring. 4. Add any cement finishing steps to the top layers as required. Yam.. Final Steps 1. Clean uncured concrete from the iron lids and the gaps between the ring and covers. 2. Remove tape from the bolt counter bore location and place bolts into threaded locations. 3. Assure the cement is properly cured before vehicular loads are applied to the covers. 4-:J-L ut 11/13 • 1:0L, W ip-,K OP CAW C,04Z C ?A"R. 7o $6, 9--e?1AC G D MEN"Z"' Dedicated to protecting fiber optics through design, Innovation, and service. — BROUGHT TO YOU BY CHANNELL