HomeMy WebLinkAboutMFP17001586DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17001586
IVR Number: 17001586
Permit Informa!on
Permit Name:Comcast Cable Communincaon Management and Comcast Cable Holdings
Address/Loca!on:04/07/2017Applica!on Date:3323059073Parcel Number:18613 124TH AVE SE
Permit Type :08/21/2017Issue Date:Franchise
Permit Work Class:08/21/2018Expira!on Date :Major Ulity
Job Number:JT#195912Franchise Type :Cable
Descrip!on:Overlash 5589 / of 48 ct fiber. Overhead Variance is Approved based upon the following condions: 1) Any exis ng
height violaons must be resolved at the me of con strucon. New aerial fiber and exisng fiber must have a
minimum vercal clearance of 15' 6". 2) Any abandone d or unused cable would need to be removed at the me
construcon is taking place.
Contacts
Name Address PhoneTypeBilling
Comcast Cable Communicaon Management & Comcast
Cable Holding
B: (215) 665-1700Applicant
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
ContactX
ScoF Nall
SEFNCO Communicaons Inc
2904 4th Ave NE
Puyallup, WA 98372
B: (877) 385-2903
C: (253) 444-9057
Contractor
Construc!on Contractor : SEFNCCI850QD
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
General Condi!ons & 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.
This permit and plans must be posted at the job site at all times.
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.
Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for
ANY work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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 425.457.5816) 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.
(Date)(Signature)
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Pre-Con Required
MFP17001586Justin Johnson8-9-2017Holly Powers8/21/2017Pre-Con Required
MFP17001586Justin Johnson8-9-2017Monday through Friday
DenisLawMayorCommunity&EconomicDevelopmentC.E.“Chip”Vincent,AdministratorAugust8,2017JerrySteeleComcast410ValleyAveNEPuyallup,WA98371ViaEmail:JerrySteele2@cable.comcast.comSUBJECT:RequestforUndergroundingExemption(JT#195912,MFP87029,XCI-NETCedarRiver)DearMr.Ste&e:TheCityofkentonhasreviewedyourrequesttograntComcastanexemptionfromkentonMunicipalCode(RMC)4-6-090(C)whichstatesthatallnewelectricalorcommunicationfacilitiesshallberequiredtobeinstalledunderground,pursuanttothestandardsofthesectionofRMC.ComcastproposestohaveSEFNCOCommunicationsoverlashapproximately5,589linearfeetof48-countfibertoexistingPugetSoundEnergy(PSE)poleslocatedontheeastsideof116thAveSE,thenorthsideofSEl84”Street,andthewestsideof124thAveSE.ANALYSIS:TheCityhasconsideredtherequestforanexemptionfromRMC4-6-090(D)(1)(g)iandii.Ordinance5720grantsComcast,therighttoinstallfiberopticcableandrelatedappurtenancesunder,along,over,below,throughandacrossthestreets,avenuesandalleysofCityofkentonwithintheright-of-wayofkenton.Section3.4ofthefranchiseordinancestatesthatifallofthedistributionlinesallthewirelineserviceproviders,suchastelecommunicationsserviceproviders,asdefinedinRCW35.99.010,autilityserviceprovideroraCableOperator(collectively“ServiceProviders”)inanyportionrtheFranchiseAreaareunderground,GranteeshallplaceitsCableSystem’sdistributioncablesundergroundwithinthatarea;providedthatsuchundergroundlocationsareactuallycapableofaccommodatingGrantee’scableandotherequipmentwithouttechnicaldegradationoftheCableSystems’signalquality.TheproposalwouldutilizeexistingpolesandattachtotheexistingComcastaerialpath.Asminimumverticalheightclearanceof15’-6”wouldneedtobeprovidedfor,and1055SouthGradyWay,Renton,WA98057-rentonwa.gov
ComcastJobJT#195912Page2of2August8,2017existingobsoletecablewouldneedtoberemoved;staffrecommendstheseasconditioc;ofapproval.Therefore,theCityisgrantinganexemptionwithconditions,perRMC4-6-090(D)(1)(g)iandiiwhichallowsforextensionsofexistingoverheadcommunicationfacilitieswhentherearecontinuingrequirementsforpolesanditisnotlikelythattherewillbeundergroundingintheforeseeablefuture;and,whenthereareexistingoverheadelectricalorcommunicationfacilitiesthatwillnotberemovedandthefacilitiesthatwouldhavebeenrequiredtoberemovedareparalleltothefacilitiesthatwillnotberemoved.DECISION:Therequestedexemptionfromundergroundutilityinstallationrequirements(RMC4-6-090(C)asrequestedbytheapplicantisapprovedsubjecttotheconditionsbelowastherequestcomplieswithexemptioncriteriaofRMC4-6-090(D)(1)(g)iandii.ConditionsofApproval:1.Anyexistingheightviolationswouldneedtoberesolvedatthetimeofconstruction.Newaerialfibermusthaveaminimumverticalclearanceof15’-6”.2.Anyabandonedorunusedcablewouldneedtoberemovedatthetimethatconstructionistakingplace.3.Thetrafficcontrolplanrequiresseparateapproval.Thisdecisiontogranttheexemptionwithconditionsissubjecttoafourteen(14)dayappe&fl2riodfromthedateofthisletterperRMC4-8-110.AnyappealsoftheadministrativedecisionmustbefiledwiththeCityClerk,alongwiththerequiredappealfee,by5:00pm,August22,2017.Sincerely,JenniferT.Henning,AICPPlanningDirectorcc:Chipvincent,CEDAdministratorGreggZimmerman,pwAdministratorBrianneBannwarth,DevelopmentEngineeringManagerJustinJohnson,CivilEngineerIIHollyPowers,DevelopmentServicesRepresentativeP.’tMiller,ConstructionInspectionsupervisorDann’Cooley,DannyCooleycomcast.comMarkLee,Mlee@sefnco.com1055SouthGradyWay,Renton,WA98057rentonwa.gov
Sefnco Communications,
4610 Tacoma Ave
Sumner, WA 98390
4-5-17
To whom it may concern:
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JT# 195912
To whom it may concern,
Sefnco Communication has been contracted to design and engineer this project on behalf of Comcast
Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities.
Comcast proposed to over lash approximately 5,589’ of aerial fiber along the right of way of 116th
heading south to SE 184th where plant will run west to 124th SE.
Comcast is requesting that the City of Renton approve this variance request based on the fact that the
requirements for undergrounding this proposed over lash will not cause substantial adverse impacts to
other persons or entities in the immediate area and will cause undue hardship.
1. Installation of undergrounding facilities will increase the total cost of construction roughly
15-25 times the amount of an aerial over lash on the existing Comcast strand.
2. Potential damage to underground facilities will be increased.
3. Over lash will not cause substantial adverse impact to other persons or entities in the
immediate area. Over lashing the cable will be accomplished in a few days, and the
residents will not notice any impact. Comcast will clean up the over lashed spans as
necessary and identify and remove and existing dead cables along this route.
4. The variance is necessary to prevent any undue hardship due to the increased construction
costs if forced to install the proposed extension underground.
5. The granting of the variance will not be materially detrimental to the public welfare because
Comcast does agree to underground the cable system, but they are waiving the obligation
into the future when all other utilities are underground to prevent an undue hardship
against Comcast currently.
Upon the granting of the Variance, Comcast will coordinate construction and traffic control as per your
requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere
to all provisions and requirements set forth by the City of Renton to insure safe installation and
maintenance of the proposed facilities.
If you have any further questions regarding this project, please contact Danny Cooley at (253)686-7592.
Thank you for your consideration in this matter.
Danny Cooley
Construction Coordinator
Attachments:
1. Application for ROW permit
2. 11” x 17” Site plan
3. 11” x 17” Design plan
4. Traffic Control Plan
TO: City of Renton
RE: PSE Job Number 101104721
TYPE OF WORK: Install Avian Protection on three existing wooden power poles to
prevent Osprey use of the poles on both sides of the Cedar River
Waterway.
LOCATION OF WORK: N 6TH ST & N Riverside Dr, Renton
SCOPE OF WORK:
This is a follow up permit for emergency work done on 4-04-17 with the permission of
Renton Inspector Tom Maine. At poles P01, P02 and P03, shown on the attached copy of
the worksketch, PSE installed four cable markers at the top of the poles, on top of the
existing wooden crossarms, to prevent local Ospreys from building nests on top of the
crossarms. This improved safety for Boeing’s flight operations and for the Ospreys. This
was urgent work as the Ospreys had already built a nest at the top of P01, located on
Boeing’s property, and PSE Servicemen removed the nest on 3-27-17. The approximate
time for work on each pole was 20 minutes using the attached traffic control plan.
Give me a call if there are any questions on the work done. Thank you for having
expedited this important safety work !
Sincerely,
Luke Neely
Regional System Engineer, South King County
Puget Sound Energy
Cell 253-569-2523
Cc: file
1/11
2
3
4
5
6
7
8
9
10
12 13 14 15 16 17 18 19 20 21/24
23
22
SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 -NOTES & LEGEND SHEET
3 - DETAILS SHEET
4-27 -TRAFFIC CONTROL PLANS
CONTACTS:
CEDAR RIVER
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP:-OVERLASH (1) 48 CT FIBER
COVER
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
5564 FT.
0 FT.
FT.
25 FT.
5589 FT.
PROJECT DESCRIPTION*
18613 124TH AVE SE
SEFNCO
MARK LEE 253-244-1611
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 27MM-DD-YYPERMITXXXXXXCOMCAST
COMCAST
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT2 27MM-DD-YYPERMITXXXXXX6
ROW
R
PROPOSED VAULT
PROPOSED BORE PIT
STREET/SIGNAL/TRAFFIC LIGHT
CONSTRUCTION NOTE
CATCH BASIN
FIRE HYDRANT
EXISTING POLE W/ NEW RISER
BUILDING OUTLINE
TRAFFIC FLOW
LANDSCAPING/TREE
POTHOLE LOCATION
CHANNELIZATION
5+39 STATIONING
(xxx') OPEN TRENCH
PROPOSED DIRECTIONAL DRILL
EXISTING PULL THRU
PROPOSED BORE
PROPOSED OPEN TRENCH
(xxx') EXISTING PULL THRU
(xxx') BORE
(xxx') DIRECTIONAL DRILLRIGHT-OF-WAY
CENTERLINE
TRAFFIC LANE
FENCE
STORM DRAIN
MANHOLE
COMMUNICATIONS
WATER
SEWER
POWER
GAS
D
CB
S C
GAURD RAIL AERIAL STRAND
FIBER PLACEMENT NOTES:
GENERAL NOTES:
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY
BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN
THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION
AND IS COLLECTED IN THE AS-BUILT PHASE.
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.
2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS
SPECIFIED OTHERWISE.
4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,
AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.
5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY
OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.
6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE
REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD
SPECIFICATIONS.
7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON
BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES
WITH BUILDING MANAGEMENT.
8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO
CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s).
9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING
PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT
BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE
REWORK AT HIS OWN COST.
10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT
PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.
11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN
ALLOWED (9AM-3PM) BUSINESS HOURS.
12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.
13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE
SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR
ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE
MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE
OR APPROVED EQUIVALENT.
15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,
NOT FIELD VERIFIED.
16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.
17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE
CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE
COORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE
SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE
NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE
CLOSURES.
LEGEND:
V
U U U U U U U U U U
S
W
P
C
G
D
COMCAST
STORM DRAIN GRATES MANHOLE COVERS TRAFIC SIGN
NO SCALE
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT3 27MM-DD-YYPERMITXXXXXXTYPICAL DETAILS
COMCASTTRENCH
MANHOLEUTILITY CROSSING
TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL
13"
17"
14"
12"
3"
19"22"
18"
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL-TO-STEEL ADAPTER
dzW/>WK> Z/^ Z^;ϮͿϰΗT
5
STEEL
(1) 10' NOTCHED & (1) 10'
STEEL CONDUIT
SECTIONS
15" HDG POLE BRACKET
W/ PIPE CLAMP (B2017
BY POWER-STRUT OR
EQUAL) 4" MIN. OFFSET
FROM POLE
TYPE C STEEL-TO-STEEL
$'$37(5&$3 $7
22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL
CONDUIT SECTION
POLE RISERVAULT4 5/8" DIA.
LIFTING INSERTS
ROUND ACCESS
COVER
4 3/4" KNOCKOUTS
4 EACH SIDE
*5281'
ROD KNOCKOUTS
VAULT NO.
444-LA 2,280 LBS.
OPTIONAL PULLING
IRON1 EACH SIDE
TYPICAL MANHOLE DETAIL
NO. 3806 6"
RISER 280 LBS.
6"
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
LADDER RUNG GROOVES
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
4'-0"
LIFT INSERTS
3-5/8" DIA.
4'-0"
42"
42"
42"
4'-0"
30"x10" FLANGE DOWN
&/($523(1,1*
800 LBS.
6"
MAGNETIC LOCATOR
TAPE (ENTIRE TRENCH
LENGTH)
TYPICAL TRENCH DETAIL
EXISTING SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
PROPOSED CONDUIT
BACKFILL COMPACTED
TO 90% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
COMPACT TO 95%
UNDER ROADWAYS OR
STONEWAY MIX 351
OR 1121.
SURFACE RESTORATION
TYPICAL UTILITY CROSSING DETAIL
potholing shall follow the city
of renton trench restoration
standards
116TH AVE SESE 184TH ST
PRIVATE RD
FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP14 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SEFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
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- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
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Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP47 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 180TH ST
FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP58 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SEPRIVATE RD
SE 180TH ST
SE 180TH ST FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP69 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
need traffic
control
116TH AVE SEPRIVATE RD
PRIVATE RD
SE 180TH ST FLAGGERSE 180TH STFLAGGER
FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP710 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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2156'&52''&.+/+6
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52''&
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 178TH PL
PRIVATE RDFLAGGER FLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP811 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
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52''&
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 178TH PL
R2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP912 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
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#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
additional signs are
required
SE PETROVITSKY RD
116TH AVE SEPRIVATE RD
PRIVATE RD
R2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1013 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
116TH AVE SESE 184TH ST
PRIVATE RD FLAGGERPRIVATE RDFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1114 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
.#0'
9+&6*
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#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
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$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
PRIVATE RD118TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1215 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
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14#52'4/76%1
474#.*+)*9#;5/2*
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474#.41#&5/2*
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474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
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74$#0564''65/2*14.'55
Ä
/2*
Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
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('&'4#./#07#.1070+(14/'&64#((+%%10641.
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
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WORK IS IN PROGRESS
additional signs are
required
SE 184TH ST118TH AVE SE118TH AVE SEFLAGGERFLAGGERR2-1
FLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1316 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS
SE 184TH ST
FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1417 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS
SE 184TH ST 120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1518 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS
SE 184TH ST120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1619 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS
SE 184TH ST 121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1720 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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NOTE 1
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WORK IS IN PROGRESS
SE 184TH ST121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1821 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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WORK IS IN PROGRESS
SE 184TH ST FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1922 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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SE 184TH ST 124TH AVE SESE 184T
H
S
T
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2023 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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SE 184TH ST 124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
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OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2124 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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WORK IS IN PROGRESS
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2225 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
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74$#0564''65/2*14.'55
Ä
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Ä
#..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'&
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
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.#0'
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2156'&52''&.+/+6
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.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
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#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0
6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
FLAGGERFLAGGER124TH AVE SER2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2326 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
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(4''9#;5 ':24'559#;5/2*
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(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
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9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
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NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2427 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
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74$#0564''65/2*14.'55
Ä
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Ä
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(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
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&'8+%'5
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9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
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6*+56%29+..016$'+/2.'/'06'&706+.#22418'&
$;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 - NOTES & LEGEND SHEET
3 - DETAILS SHEET
4-13 -PROPOSED CONSTRUCTION
14-16 - TRAFFIC CONTROL PLANS
BILL OF MATERIALS*:
CONTACTS:
CEDAR RIVER
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP:-TIE IN CASE SPWAKV.0002 (KV05S.1A)
-OVERLASH (1) 48 CT FIBER
COVER
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (1)=
TOTAL FOOTAGE =
0 FT.
5564 FT.
0 FT.
0 FT.
25 FT.
5589 FT.
PROJECT DESCRIPTION*
18613 124TH AVE SE
5589 FT - 48 CT FIBER
SEFNCO
MARK LEE 253-244-1611
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 1606-20-16PERMITCDMLCOMCAST
COMCAST
4
5
6
7
8
9 10 11 12
13
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT2 1606-20-16PERMITCDML6
ROW
R
PROPOSED VAULT
PROPOSED BORE PIT
STREET/SIGNAL/TRAFFIC LIGHT
CONSTRUCTION NOTE
CATCH BASIN
FIRE HYDRANT
EXISTING POLE W/ NEW RISER
BUILDING OUTLINE
TRAFFIC FLOW
LANDSCAPING/TREE
POTHOLE LOCATION
CHANNELIZATION
5+39 STATIONING
(xxx') OPEN TRENCH
PROPOSED DIRECTIONAL DRILL
EXISTING PULL THRU
PROPOSED BORE
PROPOSED OPEN TRENCH
(xxx') EXISTING PULL THRU
(xxx') BORE
(xxx') DIRECTIONAL DRILLRIGHT-OF-WAY
CENTERLINE
TRAFFIC LANE
FENCE
STORM DRAIN
MANHOLE
COMMUNICATIONS
WATER
SEWER
POWER
GAS
D
CB
S C
GAURD RAIL AERIAL STRAND
FIBER PLACEMENT NOTES:
GENERAL NOTES:
DISCLAIMER:
1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY
BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN
THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
BEEN FIELD LOCATED.
3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION
AND IS COLLECTED IN THE AS-BUILT PHASE.
1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8.ALL RISERS WILL BE CAPPED AT ALL TIMES.
9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.
2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS
SPECIFIED OTHERWISE.
4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,
AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.
5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY
OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.
6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE
REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD
SPECIFICATIONS.
7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON
BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES
WITH BUILDING MANAGEMENT.
8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO
CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s).
9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING
PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT
BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE
REWORK AT HIS OWN COST.
10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT
PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.
11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN
ALLOWED (9AM-3PM) BUSINESS HOURS.
12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.
13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE
SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR
ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE
MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE
OR APPROVED EQUIVALENT.
15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,
NOT FIELD VERIFIED.
16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.
17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.
18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE
CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE
COORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING.
20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE
SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE
NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE
CLOSURES.
LEGEND:
V
U U U U U U U U U U
S
W
P
C
G
D
COMCAST
NO SCALE
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT3 1606-20-16PERMITCDMLTRENCHMANHOLEUTILITY CROSSING
TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL
13"
17"
14"
12"
3"
19"22"
18"
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL-TO-STEEL ADAPTER
TYPICAL POLE RISERS (2) 4"Ø
3'R, 90°
STEEL
(1) 10' NOTCHED & (1) 10'
STEEL CONDUIT
SECTIONS
15" HDG POLE BRACKET
W/ PIPE CLAMP (B2017
BY POWER-STRUT OR
EQUAL) 4" MIN. OFFSET
FROM POLE
TYPE C STEEL-TO-STEEL
ADAPTER. CAP (1) 4"Ø AT 10'.22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL
CONDUIT SECTION
POLE RISERVAULTTYPICAL DETAILS
4 5/8" DIA.
LIFTING INSERTS
ROUND ACCESS
COVER
4 3/4" KNOCKOUTS
4 EACH SIDE
2 1/2"Ø GROUND
ROD KNOCKOUTS
VAULT NO.
444-LA 2,280 LBS.
OPTIONAL PULLING
IRON1 EACH SIDE
TYPICAL MANHOLE DETAIL
NO. 3806 6"
RISER 280 LBS.
6"
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
LADDER RUNG GROOVES
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
4'-0"
38" DI
A
.
LIFT INSERTS
3-5/8" DIA.
46" DI
A
.
4'-0"
42"
42"
42"
4'-0"
30"x10" FLANGE DOWN
30"Ø CLEAR OPENING
800 LBS.
6"
MAGNETIC LOCATOR
TAPE (ENTIRE TRENCH
LENGTH)
TYPICAL TRENCH DETAIL
EXISTING SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
PROPOSED CONDUIT
BACKFILL COMPACTED
TO 90% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
COMPACT TO 95%
UNDER ROADWAYS OR
STONEWAY MIX 351
OR 1121.
SURFACE RESTORATION
TYPICAL UTILITY CROSSING DETAIL
SELECT
LOGO FROM
PULL DOWN
ROWROWROWROWROWROWROWROW
ROW ROW ROW ROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW
ROW
ROW
ROW
212'EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSE PETROVITSKY RD
11603
17610
17616
17702
17709
TIE IN CASE
SPWAKV.0002(KV05S.1A)
11525
116TH AVE SE5
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
1PSE
316501-166562 T
SECONDARY 30 9 N/A
STREET LIGHT 28 7 N/A
COMCAST 24 9 N/A
TELCO 23 3 N/A
FIBER 25 9 N/A
4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
2PSE
316479-166562 D
SECONDARY 24 4 N/A
COMCAST 22 0 N/A
TELCO 22 7 N/A
FIBER 24 0 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT4 1606-20-16PERMITCDMLCOMCAST
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
1
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW172'100'144'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 178TH PL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL17721 17718
17727
17803
17811 17814
17827 17827116TH AVE SE4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
3PSE
F: 316467-166563 T
COMCAST 22 5 N/A
TELCO 21 3 N/A
FIBER 24 3 N/A
FIBER 23 5 N/A
UMAP: 316457-166562
6
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
4PSE
NO TAG D
SECONDARY 30 1 N/A
STREET LIGHT 27 7 N/A
COMCAST 22 8 N/A
TELCO 21 0 N/A
FIBER 24 1 N/A
FIBER 20 10 N/A
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
5PSE
316439-166562 T
SECONDARY 29 7 N/A
COMCAST 23 9 N/A
TELCO 21 4 N/A
FIBER 24 8 N/A
FIBER 24 5 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT5 1606-20-16PERMITCDMLCOMCAST
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW88'64'132'72'204'EOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 180TH PL
SE 180TH STFLFLFLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL17906
17914
17913
17905
1162017917
17925
11454
18000
18002116TH AVE SE5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
6PSE
316413-166561 D
SECONDARY 24 1 N/A
COMCAST 18 3 N/A
TELCO 16 8 N/A
FIBER 20 5 N/A
FIBER 19 4 N/A
4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
7PSE
F: 316413-166561 T
COMCAST 22 3 N/A
TELCO 21 1 N/A
FIBER 23 3 N/A
FIBER 22 8 N/A
UMAP: 316403-166561
6 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
8PSE
316397-166561 D
SECONDARY 26 11 N/A
STREET LIGHT 25 11 N/A
COMCAST 21 5 N/A
TELCO 19 3 N/A
FIBER 23 8 N/A
FIBER 22 6 N/A
6 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
9PSE
316391-166561 D
SECONDARY 29 10 N/A
STREET LIGHT 29 0 N/A
COMCAST 24 3 N/A
TELCO 23 4 N/A
FIBER 25 11 N/A
FIBER 25 3 N/A
6
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
10PSE
316381-116560 T
NEUTRAL 34 0 N/A
SECONDARY 27 7 N/A
COMCAST 22 0 N/A
TELCO 21 3 N/A
FIBER 24 3 N/A
FIBER 23 0 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT6 1606-20-16PERMITCDMLCOMCAST
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW222'126'90'123'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 182ND ST FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL
18002
18004
18006
11451
18033
18115
18125
11456
18128
18134116TH AVE SE5
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
11PSE
316371-166560 D
SECONDARY 26 10 N/A
COMCAST 20 2 N/A
TELCO 19 3 N/A
FIBER 22 3 N/A
FIBER 21 8 N/A
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
12PSE
316362-166560 D
SECONDARY 26 3 N/A
COMCAST 20 2 N/A
TELCO 19 0 N/A
FIBER 22 7 N/A
FIBER 21 6 N/A
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
13PSE
316350-166560 T
SECONDARY 30 4 N/A
COMCAST 26 6 N/A
TELCO 25 0 N/A
FIBER 26 11 N/A
FIBER 26 3 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT7 1606-20-16PERMITCDMLCOMCAST
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW139'66'76'133'51'EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL11455
18204
18220
18225
18311 18306
18226116TH AVE SE6 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
14PSE
316327-16559 D
SECONDARY 33 0 N/A
STREET LIGHT 29 3 N/A
COMCAST 24 4 N/A
TELCO 23 1 N/A
FIBER 26 6 N/A
FIBER 25 9 N/A
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
15PSE
316321-166559 D
SECONDARY 30 7 N/A
COMCAST 23 0 N/A
TELCO 23 0 N/A
FIBER 25 4 N/A
FIBER 24 0 N/A
4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
16PSE
316296-166559 D
COMCAST 23 5 N/A
TELCO 21 5 N/A
FIBER 26 0 N/A
FIBER 25 2 N/A
4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
17PSE
316296-166559 D
COMCAST 22 10 N/A
TELCO 21 8 N/A
FIBER 23 9 N/A
FIBER 23 4 N/A
6 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
18PSE
316279-16658 D
SECONDARY 25 10 N/A
STREET LIGHT 23 10 N/A
COMCAST 21 11 N/A
TELCO 20 2 N/A
FIBER 21 11 N/A
FIBER 21 6 N/A
5
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
19PSE
316274-166558 D
SECONDARY 26 1 N/A
COMCAST 20 11 N/A
TELCO 19 0 N/A
FIBER 22 3 N/A
FIBER 21 9 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT8 1606-20-16PERMITCDMLCOMCAST
2
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW
106'120'87'174'176'126'SE 184TH ST62'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL11626
18311
18329
1840818504
11619 11625
11637
11638
11648
11656
11649
18415116TH AVE SE5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
20PSE
316274-166558 D
SECONDARY 26 9 N/A
COMCAST 21 4 N/A
TELCO 19 5 N/A
FIBER 22 8 N/A
FIBER 22 2 N/A
6 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
'"
21PSE
316260-166558 D
SECONDARY 27 2 N/A
STREET LIGHT 25 4 N/A
COMCAST 22 0 N/A
TELCO 19 0 N/A
FIBER 23 2 N/A
FIBER 22 5 N/A
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
22PSE
F: NOT TAG D
SECONDARY 26 11 N/A
COMCAST 18 7 N/A
TELCO 17 6 N/A
UMAP: 316260-166574
5
OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
23PSE
316260-166586 D
NEUTRAL 26 0 N/A
SECONDARY 26 0 N/A
STREET LIGHT 24 3 N/A
COMCAST 21 0 N/A
TELCO 20 0 N/A 3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
25PSE
F: NO TAG D
NEUTRAL 25 0 N/A
COMCAST 21 0 N/A
TELCO 19 11 N/A
UMAP: 316259-166607
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
24PSE
316259-166595 D
SECONDARY 23 11 N/A
COMCAST 20 7 N/A
TELCO 18 9 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT9 1606-20-16PERMITCDMLCOMCAST
2
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW186'166'167'159'118TH AVE SE120TH AVE SESE 184TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP11805
11804
11810
11840
11844
11854
11811 11817
11825 11841
18405
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
26PSE
316259-166618 D
NEUTRAL 24 8 N/A
SECONDARY 24 0 N/A
STREET LIGHT 23 5 N/A
COMCAST 19 7 N/A
TELCO 18 3 N/A
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
27PSE
316259-166636 D
SECONDARY 28 0 N/A
COMCAST 19 7 N/A
TELCO 18 6 N/A
4 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
28PSE
F: 316678-166778 D
NEUTRAL 27 11 N/A
SECONDARY 27 11 N/A
COMCAST 20 0 N/A
TELCO 18 9 N/A
UMAP: 316258-166671
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
29PSE
F: NO TAG D
NEUTRAL 26 4 N/A
SECONDARY 26 4 N/A
COMCAST 18 1 N/A
TELCO 17 3 N/A
FIBER 23 2 N/A
UMAP: 316257-166688
5 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
'"
'"
30PSE
F: 316257-166733 D
NEUTRAL 28 6 N/A
SECONDARY 27 6 N/A
STREET LIGHT 24 0 N/A
COMCAST 22 0 N/A
TELCO 21 1 N/A
UMAP: 316258-166710
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT10 1606-20-16PERMITCDMLCOMCAST
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
ROW ROW ROW ROW ROW ROW ROW ROWROWROW
ROWROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROW223'211'231'
SE 184TH ST121ST PL SEEOP EOP EOP EOP EOP
EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
12007
12017
18260
12018
12025
12037
12047
18347 18348
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
31PSE
F: 316258-166710 D
SECONDARY 25 2 N/A
COMCAST 19 6 N/A
TELCO 18 7 N/A
UMAP: 316257-166733
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
32PSE
316257-166733 D
SECONDARY 29 5 N/A
COMCAST 20 2 N/A
TELCO 19 1 N/A
2 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
33PSE
316257-166754 D
COMCAST 22 11 N/A
TELCO 21 10 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT11 1606-20-16PERMITCDMLCOMCAST
2
2 3
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
149'205'201'140'263'124TH AVE SEEOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP12243
12255
18401
12405
12429
12431
18415
12429
18441 GRAVELEOPSE 184TH ST
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
34PSE
316256-166783 D
SECONDARY 30 8 N/A
COMCAST 20 8 N/A
TELCO 19 6 N/A
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
35PSE
316256-166795 D
SECONDARY 29 7 N/A
COMCAST 21 11 N/A
TELCO 20 5 N/A
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
36PSE
316256-166815 D
SECONDARY 28 1 N/A
COMCAST 21 9 N/A
TELCO 20 8 N/A
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
37PSE
F: NO TAG D
SECONDARY 24 5 N/A
COMCAST 17 8 N/A
TELCO 18 5 N/A
2 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
38PSE
F: NO TAG D
COMCAST 20 8 N/A
TELCO 24 2 N/A
UMAP: 316235-166814
UMAP: 316220-166814 "DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT12 1606-20-16PERMITCDMLCOMCAST
2
2
2
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE:
198'124TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP18441
18451
18601
18613 GRAVEL25'
COMCAST
V
RISER DOWN.
ROW DESIGN ENDS,
SEE SITE DESIGN
3 OWNER:
POLE#:
CLASS/HT:
POLE TYPE:
- ATTACHMENTS - - MAKE READY - HEIGHT
'"
'"
'"
39PSE
316201-166313 D
NEUTRAL 24 8 N/A
COMCAST 22 0 N/A
TELCO 21 9 N/A
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT13 1606-20-16PERMITCDMLCOMCAST
2
2
TIE IN CASE SPWAKV.0002 (KV05S.1A)1
OVERLASH (1) 48 CT FIBER
CONSTRUCTION NOTE: