HomeMy WebLinkAboutMFP20000434.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20000434
IVR Number: 20000434
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:01/30/2020Application Date:3323059073Parcel Number: 18613 124TH AVE SE
Permit Type:04/09/2020Issue Date:Franchise
Permit Work Class:04/09/2021Expiration Date:Major Utility
Job Number: JB#170094Franchise Type:Cable
Description: Comcast proposes to overlash 48ct fiber on existing system.
APPROVED WITH COMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Ashley Kiehn
Sefnco Communications
Applicant
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Cody Shackett
Comcast Cable Communications
Contact
Scott Nall
SEFNCO Communications Inc
2904 4th Ave NE
Puyallup, WA 98372
B: (877) 385-2903
C: (253) 444-9057
Contractor
Business License Number: 41108Construction Contractor: SEFNCCI850QD
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
X
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
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC
JB #170094
OWEN SHACKETT
18613 124TH AVE SE
COMCAST PROPOSES TO OVERLASH 48CT FIBER ON EXISTING SYSTEM.
(253)999-2271
OWEN_SHACKETT@COMCAST.COM
CEDAR RIVER
X
5,589'
SEFNCO COMMUNICATIONS (253)999-2271
SEFNCC1850QD BL.029666
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1 //2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1 //2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1. A copy of the Traffic Control Plan (TCP) Application form.
2. A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
Types of plans required:
Work hour plan – show all mobility impacts during construction hours.
Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
ÝÛÜßÎ Î×ÊÛÎ
ïèêïí ïîìÌØ ßÊÛ Û
ÌÞÜ ÌÞÜ èßÓ ìÐÓ
ÝÑÓÝßÍÌ ÐÎÑÐÑÍÛÍ ÌÑ ÑÊÛÎÔßÍØ
ìèÝÌ Ú×ÞÛÎ ÑÒ ÛÈ×ÍÌ×ÒÙ ÍÇÍÌÛÓ ËÍ×ÒÙ ß Ô×ÒÛ ÌÎËÝÕò
ÍÛÚÒÝÑ ÝÑÓÓËÒ×ÝßÌ×ÑÒÍ îëí ççç îîéï
ßÍØÔÛÇ Õ×ÛØÒ ßÍÕ×ÛØÒàÍÛÚÒÝÑòÝÑÓ
ìêïð ÌßÝÑÓß ßÊÛ ÍËÓÒÛÎ çèíçð
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1 //2019
APPLICANT AGREES TO ALL THE FOLLOWING:
TCP must be approved prior to commencing the work, and all permit conditions shall be met.
Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Approved Temporary TCP must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
ßÍØÔÛÇ Õ×ÛØÒ ïñîçñîðîð
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 INSERTS3-5/8" DIA.
4'-0"
42"
42"
42"
4'-0"
30"x10" FLANGE DOWN
&/($523(1,1*
800 LBS.
6"
MAGNETIC LOCATOR
TAPE (ENTIRE TRENCH
LENGTH)
TYPICAL TRENCH DETAIL
EXISTING SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
PROPOSED CONDUIT
BACKFILL COMPACTED
TO 90% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
COMPACT TO 95%
UNDER ROADWAYS OR
STONEWAY MIX 351
OR 1121.
SURFACE RESTORATION
TYPICAL UTILITY CROSSING DETAIL
116TH AVE SESE 184TH ST
PRIVATE RD
FLAGGERFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP14 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
5+)052#%+0) :
(''6
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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 SEFLAGGERFLAGGERR2-1
11'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP25 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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#195912TCP36 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'59+..%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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'0)6*
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'59+..%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
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*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
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*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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 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*
/+0+/7/6#2'4.'0)6*+0(''6 .
2156'&52''&.+/+6
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
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*
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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST118TH AVE SE118TH AVE SEFLAGGERFLAGGERR2-1
FLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1316 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST
FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1417 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST 120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1518 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST120TH AVE SER2-1
FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1619 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST 121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1720 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1821 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST FLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1922 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST 124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2023 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
SE 184TH ST 124TH AVE SESE 184TH
S
T
124TH AVE SEFLAGGERFLAGGERFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2124 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
124TH AVE SEFLAGGERFLAGGERR2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2225 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
FLAGGERFLAGGER124TH AVE SER2-1
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2326 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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
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*
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
/2*
52''&
.10)+67&+0#.$7(('452#%' $
.'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
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
JEREMIAH COUSINS 253-329-4632
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISION BYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 1606-20-16PERMITCD ML
COMCAST
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" DIA
.
LIFT INSERTS3-5/8" DIA.
46" DIA
.
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:
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP114 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST
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
COMCAST
64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2' 5+0).'.#0'%.1574'ÄÄ.#0'41#&
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP215 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST
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
COMCAST
64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2' 5+0).'.#0'%.1574'ÄÄ.#0'41#&
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP316 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST
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
COMCAST
64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2' 5+0).'.#0'%.1574'ÄÄ.#0'41#&
SEFNCO COMMUNICATIONS
4610 TACOMA AVE
SUMNER WA, 98390
January 29, 2020
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB#170094
To whom it may concern,
SEFNCO Communications 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 proposes to overlash to on existing system with 48CT fiber for ~5,564’.
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 person 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 any existing dead cables along this route.
4. The variance is necessary to prevent and 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 Jeremiah Cousins at (253)329-
4632.
Thank you for your consideration in this matter.
Ashley Kiehn
SEFNCO Communications | Area Manager
c. (253)999-2271 | e askiehn@sefnco.com
April 9, 2020
Ashley Kiehn
SEFNCO Communications, INC.
4610 Tacoma Ave
Sumner, WA 98390
Via Email: AsKiehn@sefnco.com
SUBJECT: Request for Undergrounding Exemption (JB#170094, MFP2000434, 18613 124th Ave SE)
Dear Ms. Kiehn:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal
Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required
to be installed underground, pursuant to the standards of the section of RMC.
Comcast proposes to have SEFNCO Communications, Inc. overlash approximately 5,743 lineal feet of new
48ct fiber to existing Puget Sound Energy (PSE) poles beginning at the pole located to the west of property
11603 SE Petrovitsky Rd, continuing south for 2,581 lineal feet along the east side of 116th Ave SE. At the
pole to the northwest of property 18408 116th Ave SE overlashing continues east down the south side of
SE 184 St for 2,610 lineal feet. The overlashing will continue south down the west side of 124th Ave SE for
552 lineal feet ending at the pole to the east of property 18451 124th Ave SE.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720
grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below,
through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton.
Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service
providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service
provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are
underground, Grantee shall place its Cable System’s distribution cables underground within that area;
provided that such underground locations are actually capable of accommodating Grantee’s cable and
other equipment without technical degradation of the Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and
overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need
to be provided for, any existing obsolete cable will need to be removed; staff recommends these as
conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast
franchise agreement which allows new overhead facilities to be placed overhead provided there are other
similar providers overhead as well.
Comcast Job JB#170094
Page 2 of 2
April 9, 2020
DECISION: The requested exemption from underground utility installation requirements (RMC4-6-090 (C)
as requested by the applicant is approved with conditions subject to the conditions below as the request
complies with the Comcast Franchise Agreement.
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of
construction. New aerial lines within the Project Reach must have a minimum vertical
clearance of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that
construction is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take
place until the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground
facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any
other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed
by a franchisee within the Project Reach, in which case Comcast shall participate in the joint
use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is
made available within the Project Reach that will accommodate the aerial lines. The new
aerial lines must be undergrounded within one year, or approved otherwise by the City of
Renton Community and Economic Development Administrator or designee, from the first
event triggering the requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period
from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed
with the City Clerk, along with the required appeal fee, by 5:00 pm, April 23, 2020.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Manager
cc: C.E. “Chip” Vincent, CED Administrator
Jennifer Henning, Planning Director
Justin Johnson, Assistant Development Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Permit Technician
Franchise Permits
Cody Shackett, Comcast owen_shackett@comcast.com
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP20000434
Engineering
1 Engineering General Conditions
The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at
Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case
Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
2 Engineering General Conditions
Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
3 Engineering General Conditions
A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
4 Engineering General Conditions
Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15’-6”.
Page 1 of 1