HomeMy WebLinkAboutMFP17004434DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17004434
IVR Number: 17004434
Permit Informa!on
Permit Name:Comcast Cable Franchise Permit
Address/Loca!on:09/05/2017Applica!on Date:0007200119Parcel Number:200 S 3RD ST
Permit Type :10/06/2017Issue Date:Franchise
Permit Work Class:10/08/2018Expira!on Date :Minor U#lity
Job Number:246819Franchise Type :Cable
Descrip!on:Comcast to #e into exis#ng vault and Bore across s 3rd st and place new vault in Landscape.
Contacts
Name Address PhoneTypeBilling
Comcast Cable Communica#on Management &
Comcast Cable Holding
B: (215) 665-1700Applicant
Tom Donnelly
Comcast Business Communica#ons LLC
1701 J7 Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Sco9 Nall
SEFNCO Communica#ons Inc
2904 4th Ave NE
Puyallup, WA 98372
B: (877) 385-2903
C: (253) 444-9057
Contractor
Business License Number: BL.041108Construc!on 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
Specialized
Billing
X
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 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
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: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. 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 $75/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
PLEASE RETURN APPROVED ROW AND TCP TO ASHLEY KIEHN.
4610 TACOMA AVE SUMNER, WA 98390
EMAIL: AKIEHN@SEFNCO.COM / PHONE: 253.299.8588
MFP17004434
Scott Warlick 9/20/2017
Restoration per City of Renton Standards Pothole existing utilities is required
Justin Johnson 10/2/2017
MFP17004434Justin Johnson10-2-2017Monday through Friday
S 3RD ST SHATTUCK AVE SV
T039's
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000
PHONE (CONTACT #)
TOW-AWAY AREA
50'
8'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819TCP15 5MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
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ALL SIGNS ARE 36"x36" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(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
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
#..%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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6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
NOTE 1
- THIS IS A MOBILE PROJECT, EACH SITE WILL BE
WORKED ON SEPARATELY
- DRIVEWAYS WILL MAKE ACCESSIBLE WHILE
WORK IS IN PROGRESS
MFP17004434
S 3RD ST SHATTUCK AVE S42'
200 SOUTH 3RD ST
V
V
270'15'
15'15'434'145'1
3
2
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819PERMIT4 5MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST
KEY
2
TIE IN HERE1
NEW POWER SUPPLY CAN BE PLACED HERE
CONSTRUCTION NOTE:
3 PLACE 2 PORT TAP ON 2ND FLOOR
COMMUNICATIONS ROOM PANEL
V
V
EXISTING COMCAST VAULT
NEW COMCAST VAULT
NEW COMCAST PEDESTAL FOR
POWER SUPPLY
NEW COMCAST LOCKBOX
CORE DRILL
PNEUMATIC BORE PLACING
1(2") CONDUIT WITH COAX IN THE ROW
INTERIOR COAX
PNEUMATIC BORE PLACING 1(2") CONDUIT
WITH COAX IN PRIVATE PROPERTY
PLACE 1(2") CONDUIT
WITH COAX ON EXTERIOR WALL
Pothole all existing
utilities
SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 -NOTES & LEGEND SHEET
3 - DETAILS SHEET
4 -PROPOSED CONSTRUCTION
5 -TRAFFIC CONTROL PLANS
CONTACTS:
ALASKA COMMUNICATIONS - SAFEWAY
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP: - PLACE COAX CABLE INTO PRIVATE PROPERTY
COVER
200 S 3RD ST, RENTON WA 98057
SEFNCO
KEVIN NORDSTROM 253-299-8587
COMCAST
KYLE KINNEY
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819PERMIT1 5MM-DD-YYPERMITXXXXXXCOMCAST
COMCAST
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
FT.
185 FT.
0 FT.
0 FT.
185 FT.
PROJECT DESCRIPTION*
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
MFP17004434
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819PERMIT2 5MM-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
OFDATEREVISIONBYQCALASKA COMM.200 S 3RD STJT#246819PERMIT3 5MM-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
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 RISERVAULT4 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 INSERTS
3-5/8" 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