HomeMy WebLinkAboutMFP21002011.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21002011
IVR Number: 21002011
Permit Information
Permit Name: ExteNet Systems - Fiber - SOUTH RENTON - PHASE 2 - SEG 14-S-007405
P-023592Address/Location:05/05/2021Application Date:3340404003Parcel Number: 1602 RAYMOND AVE SW
Permit Type:06/07/2021Issue Date:Franchise
Permit Work Class:06/07/2022Expiration Date:Major Utility
Job Number: S-007405 P-023592Franchise Type:Telephone
Description: ExteNet Systems Inc. master franchise agreement, ORD 6013
SOUTH RENTON PHASE 2 SEG 14 S 007405 P 023592: OPEN TRENCH FROM EXISTING CONDUIT RISER TO
PROPOSED 233LA VAULT. FROM THERE DIRECTIONAL DRILL AND OPEN TRENCH WEST ALONG S SIDE OF SW
16TH ST THEN SOUTH ALONG RAYMOND AVE SW TO FINAL VAULT LOCATION. PULL (1) 144F CABLE THROUGH
COIL AND SPLICE.
POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Michael Smith
North Sky Communications
21320 84th Ave S
Kent, WA 98032
Applicant
Rachel Fenton
Extenet Systems LLC
3030 Warrenville Rd
Lisle, IL 60532
Applicant
MGC Permits
MGC Technical
6244 185th AVE NE, STE 250
REDMOND, WA 98052
ApplicantX
Michael Smith
Dycom Industries dba North Sky
11818 SE Mill Plain Blvd, SUITE 410
Vancouver, WA 98684
C: (206) 305-5881Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
B H 1601 LIND AVENUE LLC 11111 SANTA MONICA BLVD # 600
LOS ANGELES , CA 90025
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
MFP21002011
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 6/7/2021
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 16Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMSPOTTER ON SITE TO ESCORTPEDESTRIANS THROUGH WORK ZONELEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - MULTI-LANE CLOSURE W PEDESTRIAN ESSCORT (FOR URBAN ARTERIAL ROADWAY'S)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW 16TH ST (SOUTH BOUND LANE)SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYWORKVEHICLERAYMOND AVE SW
SW 16TH STW20-1W20-5RW4-2LXXXROADWORKAHEADONE LANEROADAHEADW20-1W20-5CW1-4RXXXL50'-100'L/2W20-4W20-1X X W20-7X L W20-4W20-1XX
W20-7X50'-100'RIGHTLANECLOSEDAHEADCENTERLANECLOSEDAHEADFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLWORK AREA815 SQ FT2' MIN11' MIN11' MIN1602 RAYMOND AVE SWPARCEL NO.3340404003801 SW 16TH STPARCEL NO.3340405300800 SW 16TH STPARCEL NO.3340406430PARCEL NO.3340405150Flaggers will be required here toallow cars and trucks to enteronto SW 16th from Raymond Ave SW.Please coordinate traffic controlwith inspector in the fieldMFP21002011
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 26Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - MULTI-LANE CLOSURE W PEDESTRIAN ESSCORT (FOR URBAN ARTERIAL ROADWAY'S)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG RAYMOND AVE SW (EAST BOUND LANE)SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYROADWORKAHEADONE LANEROADAHEADFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLRAYMOND AVE SWSW 16TH ST WORKVEHICLE LW20-1W20-4W20-7XX2' MIN50'-100'WORK AREA 10'X15'XW20-1W20-4W20-7XXXW3-4W20-7W20-1X X X W3-4W20-1XXX
W20-7BEPREPAREDTO STOP1602 RAYMOND AVE SWPARCEL NO.3340404003801 SW 16TH STPARCEL NO.3340405300800 SW 16TH STPARCEL NO.3340406430PARCEL NO.3340405150MFP21002011
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RSTOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 36Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMROADWORKAHEADRIGHTLANECLOSEDAHEADLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - SINGLE-LANE CLOSURE (FOR URBAN ARTERIAL ROADWAY'S)WORKVEHICLELW20-1W20-5CW1-4RXX2' MIN50'-100'XWORK AREA10'X15'TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG RAYMOND AVE SW (NORTH BOUND LANE)SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYPARCEL NO.3340404004L/2W20-1W20-5RW4-2RXXXCENTERLANECLOSEDAHEADW4-119RW4-119RCONTRACTOR TO MAINTAINACCESS TO DRIVEWAYCONTRACTOR TO MAINTAINACCESS TO DRIVEWAYRAYMOND AVE SW11' MIN1602 RAYMOND AVE SWPARCEL NO.3340404003801 SW 16TH STPARCEL NO.33404053001801 LIND AVE SWPARCEL NO.3340404000MFP21002011
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RSTOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 46Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMROADWORKAHEADLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - SINGLE-LANE CLOSURE (FOR URBAN ARTERIAL ROADWAY'S)WORKVEHICLELW20-1W20-5CW1-4RXXLXWORK AREA 10'X11'TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG RAYMOND AVE SW (NORTH BOUND LANE)SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYW20-1W20-5CW1-4RXXXCENTERLANECLOSEDAHEADRAYMOND AVE SW2' MIN1602 RAYMOND AVE SWPARCEL NO.3340404003801 SW 16TH STPARCEL NO.33404053001801 LIND AVE SWPARCEL NO.3340404000PARCEL NO.3340404004MFP21002011
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RSTOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 56Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - SINGLE-LANE CLOSURE (FOR URBAN ARTERIAL ROADWAY'S)WORKVEHICLELW20-1W20-5RW4-2RXX50'-100'XWORK AREA250 SQ FTSCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYRAYMOND AVE SWROADWORKAHEADRIGHTLANECLOSEDAHEADCENTERLANECLOSEDAHEADW4-119RW4-119RL/2SPOTTER ON SITE TO ESCORTPEDESTRIANS THROUGH WORK ZONEFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLSPOTTER ON SITE TO ESCORTPEDESTRIANS THROUGH WORK ZONEW20-1W20-5CW1-4RXXXTRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG RAYMOND AVE SW (SOUTH BOUND LANE)2' MIN11' MIN1602 RAYMOND AVE SWPARCEL NO.3340404003801 SW 16TH STPARCEL NO.33404053001801 LIND AVE SWPARCEL NO.3340404000PARCEL NO.3340404004MFP21002011
NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 14NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057DRAWING NAME: NORTH SKY - EXTENET - SOUTH RENTON - PHASE 2 - SEG 14 - TCPS.dwgPERMIT NUMBER: RSTOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 66Know what'sbelow.before you dig.CallRJURISDICTION TCP REQUIREMENTS1.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 & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE 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 INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTSIGN LEGEND NORTH SKY COMMUNICATIONS, LLCCONTACT: MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESSHORT-TERM STATIONARY WORK ZONE - SINGLE-LANE CLOSURE (FOR URBAN ARTERIAL ROADWAY'S)WORKVEHICLELW20-1W20-5RW4-2RXX50'-100'XSCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULTAND PULL FIBER CABLE THROUGHSTREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYRAYMOND AVE SWROADWORKAHEADRIGHTLANECLOSEDAHEADCENTERLANECLOSEDAHEADW4-119RW4-119RL/2SPOTTER ON SITE TO ESCORTPEDESTRIANS THROUGH WORK ZONEFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLSPOTTER ON SITE TO ESCORTPEDESTRIANS THROUGH WORK ZONEW20-1W20-5CW1-4RXXXTRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG RAYMOND AVE SW (SOUTH BOUND LANE)WORK AREA 10'X14'2' MIN11' MINCONTRACTOR TO MAINTAINACCESS TO DRIVEWAY801 SW 16TH STPARCEL NO.33404053001801 LIND AVE SWPARCEL NO.3340404000PARCEL NO.3340404004MFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgSITE LOCATIONSHEET INDEXSCOPE OF WORK:Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 18START1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4-6. DESIGN VIEWS A-C7. UNDERGROUND DETAILS8. SITE PHOTOGRAPHSNORTH SKY COMMUNICATIONS,LLC CONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C. 206.305.5881MSMITH@NORTHSKYCOMM.COMSHEET 4SHEET 6ADDRESS: 1602 RAYMOND AVE SW, RENTON, WA 98057PROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592 - PLANSCONTACTSMATT FRASERMGC TECHNICAL CONSULTING, INC.6244 185TH AVE NEREDMOND, WA 98052C.206.618.5254MATT@MGCTECHNICAL.COMENDSHEET 5OPEN TRENCH FROM EXISTING CONDUITRISER TO PROPOSED 233LA VAULT. FROMTHERE DIRECTIONAL DRILL AND OPENTRENCH WEST ALONG S SIDE OF SW 16TH STTHEN SOUTH ALONG RAYMOND AVE SW TOFINAL VAULT LOCATION. PULL (1) 144F CABLETHROUGH COIL AND SPLICE.This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HRMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 28#F#F#F##LEGENDMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgGENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 38The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER..THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.MFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwg10+0011+00
1+002+000+001+00CONFIDENTIAL/PROPRIETARYSHEET: OF 48CONSTRUCTION NOTESDESIGN VIEW A Know what'sbelow.before you dig.CallRRESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 144F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE AS PER CITYOF RENTON STANDARDS.2PROPOSED (1) 233LA VAULT, CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 144F CABLE THROUGH.1PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 144F CABLE THROUGH.121123344412317'15'53'102'10'87'MATCH TO SHEET 3
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60'32'28'38'60'38'22'15'360'450'GAGEDDDDAEDMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgSTOPSTOP2+003+004+005+00CONFIDENTIAL/PROPRIETARYSHEET: OF 58CONSTRUCTION NOTESDESIGN VIEW B Know what'sbelow.before you dig.CallR1602 RAYMOND AVE SWPARCEL NO.3340404003MATCH TO SHEET 6
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.PARCEL NO.3340404004RAYMOND AVE SW801 SW 16TH STPARCEL NO.3340405300MATCH TO SHEET 4
POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 144F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE AS PER CITYOF RENTON STANDARDS.2PROPOSED (1) 233LA VAULT, CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 144F CABLE THROUGH.1PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 144F CABLE THROUGH.43123421134294'10'
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60'32'28'36'RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.AEDDDEAAAMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwg6+007+008+009+00CONFIDENTIAL/PROPRIETARYSHEET: OF 68CONSTRUCTION NOTESDESIGN VIEW C Know what'sbelow.before you dig.CallR1804 LIND AVE SWPARCEL NO.3340404000#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.RAYMOND AVE SW801 SW 16TH STPARCEL NO.3340405300MATCH TO SHEET 5
POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 144F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE AS PER CITYOF RENTON STANDARDS.2PROPOSED (1) 233LA VAULT, CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 144F CABLE THROUGH.1PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 144F CABLE THROUGH.5213107'11'2'7'10'1'3'21'460'
30'30'
36'RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.AAAMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgCONFIDENTIAL/PROPRIETARYSHEET: OF 78Know what'sbelow.before you dig.CallRUNDERGROUND TYPICALS233LA VAULT DETAILSCALE: NTSNo. 23-2436PVAULTNo. 233-BLCOVERMANHOLE COVER AND FRAMELOADING: BUILT TO AN H2O RATING UP TO 150 KIPTYPICAL TRENCH IN SOIL DETAILSCALE: NTSPANEL WIDTH PER PLAN12"MIN.12"MIN.3" HMA (CL 12") (MATCHEX. IF GREATER)EX. ASPHALT SURFACE6" MIN. COMPACT MINERALAGGREGATE TYPE 2COMPACTED BACKFILL6" SAND COVER6" SAND BEDDING24"12"6"6"3' MIN.TYPICAL ASPHALT PATCH DETAILSCALE: NTSEXISTING GROUNDWARNING TAPEBACKFILL(8" LAYERS)6" MIN.12"36" MIN. DEPTH4"BACKFILL(COMPACTED @ 90%)HDPE DUCTCLEAN BACKFILLBACKFILL(COMPACTED EARTH @ 90%)6" MNRL AGG TYPE 2(COMPACTED AS SPECIFIEDIN CONTRACT DOCUMENTS)TYPICAL CONCRETE SIDEWALK PANEL CROSS SECTION DETAILSCALE: NTSNEW PANEL-MATCH EXISTINGEXPAND TO JOINTMATCH EXISTING24"12"6"6"6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGMFP21002011
NO.123NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 1602 RAYMOND AVE SW RENTON, WA 98057RPROJECT NAME: SOUTH RENTON - PHASE 2 - SEG 14-S-007405 P-023592DRAWING NAME: SOUTH RENTON - PHASE 2 - SEG 14 S-007405 P-023592 - PLANS.dwgCONFIDENTIAL/PROPRIETARYSHEET: OF 88CONSTRUCTION NOTESKnow what'sbelow.before you dig.CallRSITE PHOTOGRAPHS4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 144F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE AS PER CITYOF RENTON STANDARDS.2PROPOSED (1) 233LA VAULT, CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 144F CABLE THROUGH.1PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 144F CABLE THROUGH.11234PHOTO #1: FACING EAST ON NORTH SIDE OF RAYMOND AVE SWPHOTO #2: FACING NORTH ON NORTH SIDE OF RAYMOND AVE SW21434PHOTO #3: FACING NORTH ON NORTH SIDE OF RAYMOND AVE SWPHOTO #4: FACING NORTH ON SOUTH SIDE OF RAYMOND AVE SW231143121PHOTO #5: FACING NORTH ON SOUTH SIDE OF RAYMOND AVE SW2134MFP21002011