HomeMy WebLinkAboutMFP19004298DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP19004298
IVR Number: 19004298
Permit Informaon
Permit Name:Comcast Cable Franchise Permit
Address/Locaon :08/05/2019Application Date:1823059252Parcel Number:500 SW 7TH ST
Permit Type:08/16/2019Issue Date:Franchise
Permit Work Class:08/15/2020Expiration Date:Minor Utility
Job Number:JB#0000110486Franchise Type:Cable
Description:Pull 24ct fiber through existing conduit. Fiber splicing at 2 locations in existing vaults.
APPROVED AS SUBMITTED
Contacts
Name Address PhoneTypeBilling
Comcast Cable Communication
Management & Comcast Cable
B: (215) 665-1700Applicant
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Michael Cannon
Cannon Construction Inc
406 Porter Way
Milton, WA 98354-9638
B: (253) 922-2787
C: (253) 588-4034
Contractor
Business License Number: 20838Construction Contractor: CANNOCI055CS
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 Condions & 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 425.375.3397) 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.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
MFP19004298Scott Warlick8/5/2019Nathan Janders8/16/2019
MFP19004298Monday - Friday8:00AM - 3:00PMScott Warlick8/5/2019
MFP19004298
MFP19004298
MFP19004298
MFP19004298
1 - COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4 -OVERVIEW
5 -DESIGN
6 -SITE PHOTOS
7 -NODE MAPS
8-10 -TCP
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
24 CT FIBER: 732 FT + 20% STORAGE = 878 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
SHEET INDEX:
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
PROJECT DESCRIPTION - ROW*
NEW BUILDING PATH WAY =
EXISTING BUILDING PATH WAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
0 FT.
0 FT.
0 FT.
732 FT.
732 FT.
PROJECT DESCRIPTION -SITE*
TOTAL PROJECT FOOTAGE =732 FT.
- TIE INTO EXISTING SPLICE CASE SP.WAUK.9705
- PROOF AND PULL (1) 24CT FIBER THROUGH EXISTING CONDUIT
-
500 SW 7TH ST #201
RENTON, WA 98057
INTERNATIONAL COMMUNITY HEALTH SERVICES
JB# 0000110486
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
CANNON COMPANIES
Andrew Perkins - (253)-363-1646 - aperkins@cannonconstructioninc.com
COMCAST COMMUNICATION
Kyle Kinney - (253)-235-7016 - Kyle_Kinney@cable.comcast.com
Business/Job Contact
POC: SIMRAT SEKHON 253-835-7678 SIMRATS@IHS.COM
Review _________________________
Prop. Mgt:
Review _________________________
PHAN LAC 206-788-3679 (OFFICE) 206-229-6488 (CELL)
PHANL@ICHS.COM
MFP19004298
GENERAL NOTES
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A
MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
GENERAL NOTES 2 10
7/14/2019 JS AP
COMCAST
MFP19004298
EOP
FL
P
C
S
D
G
W
TS
T
ST
UT
ROW
DD DD DD DD
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW CONDUIT
STRAW WATTLES
P
V
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CB
CB
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE SIDEWALK PANEL
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
LEGEND 3 10
7/15/2019 JS AP
COMCAST
MFP19004298
300
150
550
440
720
500
333LIND AVE SWSW 7TH ST
DHDH
DH
V
24ct24ct
24ct
24ct
LIND AVE SWTIE INTO EXISTING SPLICE
CASE SP.WAUK.9705 IN VAULT
EXISTING DOG HOUSE
PROOF AND PULL (1) 24CT FIBER
THROUGH EXISTING CONDUIT (TYPICAL)
LB
382'82'128'140'
EXISTING LOCK BOX
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
OVERVIEW 4 10
7/15/2019 JS AP
COMCAST
MFP19004298
300
150
550
440
720
500
333
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
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ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
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ROW
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ROW
ROWROW
ROW
ROW
ROWROWROWROWROWROWROWROW
ROW
ROW
ROW ROW
ROW ROW
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ROWROWROWROWROWROWROWROWROWROWROWROWROW
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ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW
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ROWROWROWROWROWROWROW ROW
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ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROW ROW
ROWROWROWROWROWROWROWROWROWROWROW ROW ROW
ROWROWROWROWROWROWROW ROW ROW ROW
ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW
ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROW
ROW
ROW
ROW
LIND AVE SWEOP EOP EOP
EOPEOPEOP
EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP
EOP
EOPEOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP
EOPEOPEOP
EOP
EOPEOP EOP
EOPEOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOP
EOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOP
EOPEOPEOPEOPEOP EOP
EOPEOPEOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
SW 7TH ST EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDHDH
DH
V
LIND AVE SWTIE INTO EXISTING SPLICE
CASE SP.WAUK.9705 IN VAULT
EXISTING DOG HOUSE
PROOF AND PULL (1) 24CT FIBER
THROUGH EXISTING CONDUIT (TYPICAL)
LB
382'82'128'140'
EXISTING LOCK BOX
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
DESIGN 5 10
7/15/2019 JS AP
COMCAST
MFP19004298
UNABLE TO WALK SITE
DUE TO CUSTOMER
REMODEL. INTERIOR AND
IT ROOM UNIDENTIFIED.
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
PHOTOS 6 10
7/15/2019 JS AP
COMCAST
MFP19004298
MFP19004298
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVEVEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARYOPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
MINIMUM TAPER LENGTH IN FEET (L)
(FEET)
LANEWIDTH POSTED SPEED (MPH)
3025 35 40 45 50 55 60 7065
15010105 270205 500450 -550 --
16511115 295225 550495 660605 --
18012125 320245 600540 720660 840780
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SW 7TH ST
300
DRIVEWAY
SPOTTER
333
DRIVEWAY
743
DRIVEWAY
300
DRIVEWAY
SIDEWALK
SIDEWALK
SIDEWALK SIDEWALK
SIDEWALK
W21-7
TRAFFIC CONTROL
PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR VAULT ACCESS
N WORK HOURS
7AM-7PM (MON-FRI)
CANNON CONSTRUCTION
CONTACT
Dan Murray - 253-225-3276
dmurray@cannonconstructioninc.com
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
TCP NOTES:
1.ALL WORK TO BE PREFORMED DURING DAYTIME HOURS
UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE
OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON FLUORESCENT ORANGE
UNLESS OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE PEDESTRIAN ACCESS ON
4FT MIN SIDEWALK. STOP WORK AS NEEDED TO PROVIDE
SAFE PASSAGE.
4.MAINTAIN LOCAL ACCESS TO BUSINESSES AND
RESIDENTIAL PROPERTIES. ALL DRIVEWAY ACCESS SHALL
REMAIN OPEN DURING DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING AREA.
PEDESTRIANS MUST BE
ACCOMMODATED THROUGH
WORK ZONE. USE OF
SPOTTER REQUIRED
VAULT
LOCATION
300
DRIVEWAY
743
DRIVEWAY
W21-7W20-5RW4-2R
FAS
WT720
DRIVEWAY
500
DRIVEWAY SPOTTER
WT[UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 4-LANE ROAD
R2-1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
TCP 1 8 10
7/15/2019 JS AP
COMCAST
MFP19004298
707
DRIVEWAY
SIDEWALK
SIDEWALK SIDEWALK
550
DRIVEWAY
720
DRIVEWAY
720DRIVEWAYSW 7TH ST SW 7TH ST
LIND AVE SWSIDEWALK
TRAFFIC CONTROL PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR VAULT ACCESS
NWORK HOURS
7AM-7PM (MON-FRI)
CANNON CONSTRUCTION CONTACT
Dan Murray - 253-225-3276
dmurray@cannonconstructioninc.com
VAULT
LOCATION
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
TCP NOTES:
1.ALL WORK TO BE PREFORMED DURING DAYTIME HOURS UNLESS
TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON FLUORESCENT ORANGE UNLESS
OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE PEDESTRIAN ACCESS ON 4FT MIN
SIDEWALK. STOP WORK AS NEEDED TO PROVIDE SAFE PASSAGE.
4.MAINTAIN LOCAL ACCESS TO BUSINESSES AND RESIDENTIAL
PROPERTIES. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING
DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING AREA.
W21-7
SIDEWALKW21-7
707DRIVEWAYSIDEWALKPEDESTRIANS MUST BE
ACCOMMODATED THROUGH
WORK ZONE. USE OF
SPOTTER REQUIRED
SPOTTER
R2-1
R2-1
R2-1
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVE
VEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARY
OPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.
(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
MINIMUM TAPER LENGTH IN FEET (L)
(FEET)
LANE
WIDTH POSTED SPEED (MPH)
3025 35 40 45 50 55 60 7065
15010105 270205 500450 -550 --
16511115 295225 550495 660605 --
18012125 320245 600540 720660 840780
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40W21-7
[UNDERGROUND WORK] NO LANE CLOSURE
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
TCP 2 9 10
7/15/2019 JS AP
COMCAST
MFP19004298
SW 7TH ST
600
DRIVEWAY
DRIVEWAY
601
SPOTTER
DRIVEWAY
601
DRIVEWAY
550
DRIVEWAY
SIDEWALK
SIDEWALK
SIDEWALK SIDEWALK
SIDEWALK
W21-7
W21-7
TRAFFIC CONTROL PLAN
TEMPORARY SHORT TERM DURATION WORK ZONE
FOR VAULT ACCESS
NWORK HOURS
7AM-7PM (MON-FRI)
CANNON CONSTRUCTION CONTACT
Dan Murray - 253-225-3276
dmurray@cannonconstructioninc.com
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
TCP NOTES:
1.ALL WORK TO BE PREFORMED DURING DAYTIME HOURS UNLESS
TRAFFIC VOLUMES OR MUNICIPALITY DICTATE OTHERWISE.
2.ALL SIGNS ARE 48"x48" BLACK ON FLUORESCENT ORANGE UNLESS
OTHERWISE NOTED.
3.USE OF SPOTTER TO FACILITATE PEDESTRIAN ACCESS ON 4FT MIN
SIDEWALK. STOP WORK AS NEEDED TO PROVIDE SAFE PASSAGE.
4.MAINTAIN LOCAL ACCESS TO BUSINESSES AND RESIDENTIAL
PROPERTIES. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN
DURING DURATION OF WORK.
5.WORK ARE TO INCLUDE STAGING AREA.
PEDESTRIANS MUST BE
ACCOMMODATED THROUGH
WORK ZONE. USE OF
SPOTTER REQUIRED
WORK AREA
FOR VAULT #3
IN LANDSCAPE
VAULT
LOCATION
R2-1
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS PER
MUTCD)
1500' + -
60/65 MPH 800' + -RURAL HIGHWAYS
45/55 MPH 500' + -RURAL ROADS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADE
INTERSECTIONS, AND DRIVEWAYS.
35/40 MPH 350' + -RURAL ROADS & URBAN ARTERIALS
25/30 MPH 200' + - (2)RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS 100' + - (2)URBAN STREETS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
200
30SPEED (MPH)
LENGTH (FEET)
25
155 305
35 40
250 425360
45 50
570495
55 60
730
70
645
65
WITH TMA
TYPICAL PROTECTIVE
VEHICLE TYPE
(LBS)
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(FEET)
STATIONARY
OPERATION
FLAT BED, ECT.
4 YARD DUMP TRUCK,
SERVICE TRUCK,IN ACCORDANCE WITH
MINIMUM WEIGHT 15,OOO LBS.
(MAXIMUM WEIGHT SHALL BE
MANUFACTURER RECOMMENDATION)
30 MIN.
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF
A TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE
VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO
SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
*
[UNDERGROUND WORK] NO LANE CLOSURE
OF
DATE REVISION BY QC
CANNON COMPANIES
0000110486INTERNATIONAL COMMUNITY HEALTH SERVICES
500 SW 7TH ST #201
RENTON, WA 98057
TCP 3 10 10
7/15/2019 JS AP
COMCAST
MFP19004298