HomeMy WebLinkAboutMFP22006539.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP22006539
IVR Number: 22006539
Permit Information
Permit Name: Comcast
Address/Location:12/20/2022Application Date:3119900130Parcel Number: 1127 ABERDEEN AVE NE
Permit Type:02/24/2023Issue Date:Franchise
Permit Work Class:02/26/2024Expiration Date:Minor Utility
Job Number: JB0001280897
Description: TIE IN TO EXISTING COAX INSTALL (1) 1/4" STRAND & LASH (1) .625 COAX CABLE. INSTALL (1) NEW 2" RISER
PER DETAIL #'S 1 & 2 ON SHEET 4. PULL (1) .625 COAX CABLE THROUG. REMOVE EXISTING LANDSCAPE AS
NEEDED & TRENCH (1) 2" CONDUIT PER DETAIL # 1 ON SHEET 4. PULL (1) .625 COAX CABLE THROUGH. SET
UP (1) BORE PIT. BORE (1) 2" CONDUIT & PULL (1) .625 COAX CABLE THROUGH. POTHOLE ALL EXISTING
UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Applicant
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
PUGET REAL ESTATE LLC 23211 244TH AVE SE
MAPLE VALLEY , WA 98038
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 425.235.7736) (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
Monday Friday 8:00 am 3:00 PM
Joel McCann CED 2/23/2023
MFP22006539
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW 1158
1165
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FLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPUUUUUEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WABERDEEN AVE NEABERDEEN AVE NEABERDEEN AVE NEDWYDWYDWYDWYDWYDWYDWYXXXWTBFLAGGER
6 DEVICE MIN50'-100'50'-100'R2-1
WORK AREAL/3WTWORK AREA
XXXFLAGGER
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" 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.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAlex Fox
(P): (253) 359-6809
(E): afox@teamcannon.comJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
TRAFFIC CONTROL
1 2
WORK TYPE:UG & AERIAL WORK
CANNON CONSTRUCTION LLC
CONTRO
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ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW 1158
1165
1147
1161
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FLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPUUUUUEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WABERDEEN AVE NEABERDEEN AVE NEDWYDWYDWYDWYDWYDWYWTB50'-100'6 DEVICE MIN50'-100'L/3XXXFLAGGERXXXFLAGGER
R2-1
WORK AREA
ABERDEEN AVE NETRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelines
for traffic control within their jurisdiction. It is the responsibility of the on-sitetraffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
- Will coordinate with any businesses that will be affected by construction
- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work
- Driveway access will be maintained unless otherwise noted
- Sidewalk of 4' width will be maintained for pedestrian access unless
otherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" 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.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
N
S
EW
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCAlex Fox
(P): (253) 359-6809
(E): afox@teamcannon.comJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
TRAFFIC CONTROL
1 2
WORK TYPE:UG & AERIAL WORK
CANNON CONSTRUCTION LLC
CONTRO
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U
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R
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2MFP22006539
Joel McCann 2/23/2023
MFP22006539
Scott Warlick 2/23/2023
5
6
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
2
2
0
0
2
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
1127 Aberdeen Ave NE
Renton, WA 98056
CONTACTS:
CANNON COMPANIES
Christopher White - (253) 348-9733 - cwhite@teamcannon.com
COMCAST COMMUNICATION
Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com
SCOPE OF WORK:
JB0001280897
Highland Haven
SHEET INDEX
1 -COVER
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5-6 -CONSTRUCTION PLAN
- TIE IN TO EXISTING COAX
- INSTALL (1) 1
4" STRAND & LASH (1) .625 COAX CABLE
- INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2 ON SHEET 4. PULL (1) .625
COAX CABLE THROUGH
- REMOVE EXISTING LANDSCAPE AS NEEDED & TRENCH (1) 2" CONDUIT PER
DETAIL # 1 ON SHEET 4. PULL (1) .625 COAX CABLE THROUGH
- SET-UP (1) BORE PIT
- BORE (1) 2" CONDUIT & PULL (1) .625 COAX CABLE THROUGH.
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
118
0
65
0
(1)25
208
0
0
0
0
0
208
FT.625 COAX 208
Forced Relocates
MFP22006539
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 SCHEDULE 80 PVC OR EQUIVALENT, 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.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
GENERAL NOTES
2 6
SCALE:
NO
SCALE
MFP22006539
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
LEGEND
3 6
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
DD DD
G G
OIL OIL
ST ST
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
TH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
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BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
CAB CABINET
NEW COAX TAP
BUS STOP LOCATION
MFP22006539
UTILITY POLE RISER -
STANDARD DETAIL
(1) 10' PVC CONDUIT
SECTIONS
15" HDG POLE BRACKET W/
PIPE CLAMP (B2017 BY
POWER-STRUT OR EQUAL) 4"
MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT
SECTIONS
EXISTING SURFACE24' (TYP)PROPOSED CABLE
EXISTING AERIAL
POWER
EXISTING UTILITY POLEVARIES
#1
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
DETAILS
4 6
SCALE:
NO
SCALE
RISER PLACEMENT
STANDARD DETAIL
LOCATION
1
CONDUIT
UP TO 2 CONDUITS
STANDOFF BRACKET
15" MIN LENGTH
℄
℄
DIRECTION OF VEHICULAR TRAFFIC
PLAN VIEW
LOCATION
2
LOCATION
4
LOCATION
3
CONDUIT CLAMP
5" MIN
2 TRENCH - SOFT SURFACE
STANDARD DETAIL
PROPOSED CONDUIT6"-12"
18"
18"
36"
EXISTING SOFT
SURFACE MAGNETIC LOCATOR TAPE
(ENTIRE TRENCH LENGTH)
BACKFILL COMPACTED TO
95% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
SURFACE RESTORATION
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION
3
MFP22006539
ROWROWROWROWROWROWROWFLFLFLFLEOPEOPEOPFLFLFLFLEOPEOPEOPEOPABERDEEN AVE NEMATCHLINE SHEET 6
1
2
1DWYDWYSTA 13+00
STA 13+50
STA 14+00
STA 13+37
118'OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE
318616-166476
NEUTRAL 27 6 N/A
SECONDARY #1 27 6 N/A
SECONDARY #2 27 3 N/A
SECONDARY DRIP 25 1 N/A
STREET LIGHT 22 8 N/A
STREET LIGHT DRIP 22 5 N/A
COMCAST #1 21 9 N/A
COMCAST #2 21 6 N/A
COMM #1 20 5 N/A
TELCO #1 19 3 N/A
D
N
N
N
N
N
N
N
N
N
N
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
INSTALL (1) 14" STRAND & LASH (1) .625 COAX
CABLE
INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2
ON SHEET 4. PULL (1) .625 COAX CABLE
THROUGH
REMOVE EXISTING LANDSCAPE AS NEEDED &
TRENCH (1) 2" CONDUIT PER DETAIL # 1 ON
SHEET 4. PULL (1) .625 COAX CABLE THROUGH
SET-UP (1) BORE PIT
BORE (1) 2" CONDUIT & PULL (1) .625 COAX
CABLE THROUGH.
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1
2
3
4
5
1R
6
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
CONSTRUCTION PLAN
5 6
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
NE 12TH ST & ABERDEEN AVE NE
SCALE:
0'5'10'
N
S
EW
MFP22006539
ROWROWROWROWROWROWROWROWFLFLFLFLEOPEOP FLFLFLFLEOPEOPEOPR25'UUUEOPABERDEEN AVE NEMATCHLINE SHEET 5
2
5
3
4'
4'
2
DWYDWY6'
1R
2'
5
STA 14+50
STA 15+00
STA 14+56
STA 14+47
11'4
54'
POWER MR: RAISE SECONDARY DRIP TO 26'-3"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
318600-166475
NEUTRAL 27 1 N/A
SECONDARY #1 27 1 N/A
SECONDARY #2 26 11 N/A
SECONDARY RISER 23 6 N/A
SECONDARY DRIP 23 1 N/A
COMCAST (PROPOSED)22 11 N/A
COMM #1 21 11 N/A
COMM #2 20 8 N/A
TELCO #1 19 7 N/A
D
N
N
N
N
N
N
N
N
N
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
INSTALL (1) 14" STRAND & LASH (1) .625 COAX
CABLE
INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2
ON SHEET 4. PULL (1) .625 COAX CABLE
THROUGH
REMOVE EXISTING LANDSCAPE AS NEEDED &
TRENCH (1) 2" CONDUIT PER DETAIL # 1 ON
SHEET 4. PULL (1) .625 COAX CABLE THROUGH
SET-UP (1) BORE PIT
BORE (1) 2" CONDUIT & PULL (1) .625 COAX
CABLE THROUGH.
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1
2
3
4
5
1R
6
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
CONSTRUCTION PLAN
6 6
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
SW CHARLESTOWN ST & 49TH AVE SW
SCALE:
0'5'10'
N
S
EW
Verify possible side
sewer location
MFP22006539
Cannon Construction LLC.
406 Porter Way
Milton, WA 98354
2/9/2023
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB0001280897
To whom it may concern:
Cannon Construction has been contracted to design and engineer this project on behalf of
Comcast Cable Communications Management. Comcast is applying for a variance request in
order to upgrade their existing facilities.
Comcast proposes to - TIE IN TO EXISTING COAX, INSTALL (1) 1 4" STRAND & LASH (1) .625 COAX CABLE.
INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2 ON SHEET 4. PULL (1) .625
COAX CABLE THROUGH. REMOVE EXISTING LANDSCAPE AS NEEDED & TRENCH (1) 2" CONDUIT PER
DETAIL # 1 ON SHEET 4. PULL (1) .625 COAX CABLE THROUGH - SET-UP (1) BORE PIT
- BORE (1) 2" CONDUIT & PULL (1) .625 COAX CABLE THROUGH. at 1127 Aberdeen Ave NE
Renton, WA 98056. 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 on existing plant 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. Risk of 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 any undue hardship due to the increased
construction costs if forced to install the proposed extension underground.
5. The granting of the variance will not be materially detrimental to the public welfare.
Comcast does agree to participate in future underground improvements for its
proportionate share of the undergrounding costs, waiving the obligation into the future
when all other utilities are undergrounded 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 Chuck Schroeder - (253)
922-2787.
Thank you for your consideration in this matter.
David Standring
Permit Coordinator
Cannon Construction Inc.
o 253-922-2787 | permitting@teamcannon.com
February 24, 2023
David Standring
Cannon Construction Inc.
4610 Tacoma Avenue,
Sumner WA 98390
Via Email: Permitting@teamcannon.com
SUBJECT: Request for Undergrounding Exemption (JB#1280897, MFP22006539, 1127 Aberdeen Ave
NE)
Dear Mr. Standring:
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 Cannon Construction Inc overlash new .625 COAX for a total of approximately
118 lineal feet to existing Puget Sound Energy (PSE) poles along Aberdeen Ave NE within the City. See the
enclosed Site Plan showing the proposed overlashing limits.
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 is required to obtain all necessary private utility easements
for work on private property.
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.
Comcast Job JB#1280897
Page 2 of 2
February 24, 2023
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 the Applicant’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 the Applicant 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 9, 2023. Due to the ongoing
state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s
Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at
cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal
fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is
submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional
information regarding the appeal process may be obtained from the City Clerk’s Office,
cityclerk@rentonwa.gov.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Director
cc: C.E. “Chip” Vincent, CED Administrator
Justin Johnson, Construction Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
5
6
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
2
2
0
0
2
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
1127 Aberdeen Ave NE
Renton, WA 98056
CONTACTS:
CANNON COMPANIES
Christopher White - (253) 348-9733 - cwhite@teamcannon.com
COMCAST COMMUNICATION
Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com
SCOPE OF WORK:
JB0001280897
Highland Haven
SHEET INDEX
1 -COVER
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5-6 -CONSTRUCTION PLAN
- TIE IN TO EXISTING COAX
- INSTALL (1) 1
4" STRAND & LASH (1) .625 COAX CABLE
- INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2 ON SHEET 4. PULL (1) .625
COAX CABLE THROUGH
- REMOVE EXISTING LANDSCAPE AS NEEDED & TRENCH (1) 2" CONDUIT PER
DETAIL # 1 ON SHEET 4. PULL (1) .625 COAX CABLE THROUGH
- SET-UP (1) BORE PIT
- BORE (1) 2" CONDUIT & PULL (1) .625 COAX CABLE THROUGH.
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
118
0
65
0
(1)25
208
0
0
0
0
0
208
FT.625 COAX 208
Forced Relocates
MFP22006539
MFP22006539
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 SCHEDULE 80 PVC OR EQUIVALENT, 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.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
GENERAL NOTES
2 6
SCALE:
NO
SCALE
MFP22006539
MFP22006539
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
LEGEND
3 6
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
DD DD
G G
OIL OIL
ST ST
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
TH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
EW
BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
CAB CABINET
NEW COAX TAP
BUS STOP LOCATION
MFP22006539
MFP22006539
UTILITY POLE RISER -
STANDARD DETAIL
(1) 10' PVC CONDUIT
SECTIONS
15" HDG POLE BRACKET W/
PIPE CLAMP (B2017 BY
POWER-STRUT OR EQUAL) 4"
MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT
SECTIONS
EXISTING SURFACE24' (TYP)PROPOSED CABLE
EXISTING AERIAL
POWER
EXISTING UTILITY POLEVARIES
#1
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
DETAILS
4 6
SCALE:
NO
SCALE
RISER PLACEMENT
STANDARD DETAIL
LOCATION
1
CONDUIT
UP TO 2 CONDUITS
STANDOFF BRACKET
15" MIN LENGTH
℄
℄
DIRECTION OF VEHICULAR TRAFFIC
PLAN VIEW
LOCATION
2
LOCATION
4
LOCATION
3
CONDUIT CLAMP
5" MIN
2 TRENCH - SOFT SURFACE
STANDARD DETAIL
PROPOSED CONDUIT6"-12"
18"
18"
36"
EXISTING SOFT
SURFACE MAGNETIC LOCATOR TAPE
(ENTIRE TRENCH LENGTH)
BACKFILL COMPACTED TO
95% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
SURFACE RESTORATION
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION
3
MFP22006539
MFP22006539
ROWROWROWROWROWROWROWFLFLFLFLEOPEOPEOPFLFLFLFLEOPEOPEOPEOPABERDEEN AVE NEMATCHLINE SHEET 6
1
2
1DWYDWYSTA 13+00
STA 13+50
STA 14+00
STA 13+37
118'OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE
318616-166476
NEUTRAL 27 6 N/A
SECONDARY #1 27 6 N/A
SECONDARY #2 27 3 N/A
SECONDARY DRIP 25 1 N/A
STREET LIGHT 22 8 N/A
STREET LIGHT DRIP 22 5 N/A
COMCAST #1 21 9 N/A
COMCAST #2 21 6 N/A
COMM #1 20 5 N/A
TELCO #1 19 3 N/A
D
N
N
N
N
N
N
N
N
N
N
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
INSTALL (1) 14" STRAND & LASH (1) .625 COAX
CABLE
INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2
ON SHEET 4. PULL (1) .625 COAX CABLE
THROUGH
REMOVE EXISTING LANDSCAPE AS NEEDED &
TRENCH (1) 2" CONDUIT PER DETAIL # 1 ON
SHEET 4. PULL (1) .625 COAX CABLE THROUGH
SET-UP (1) BORE PIT
BORE (1) 2" CONDUIT & PULL (1) .625 COAX
CABLE THROUGH.
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1
2
3
4
5
1R
6
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
CONSTRUCTION PLAN
5 6
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
NE 12TH ST & ABERDEEN AVE NE
SCALE:
0'5'10'
N
S
EW
MFP22006539
MFP22006539
ROWROWROWROWROWROWROWROWFLFLFLFLEOPEOP FLFLFLFLEOPEOPEOPR25'UUUEOPABERDEEN AVE NEMATCHLINE SHEET 5
2
5
3
4'
4'
2
DWYDWY6'
1R
2'
5
STA 14+50
STA 15+00
STA 14+56
STA 14+47
11'4
54'
POWER MR: RAISE SECONDARY DRIP TO 26'-3"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
318600-166475
NEUTRAL 27 1 N/A
SECONDARY #1 27 1 N/A
SECONDARY #2 26 11 N/A
SECONDARY RISER 23 6 N/A
SECONDARY DRIP 23 1 N/A
COMCAST (PROPOSED)22 11 N/A
COMM #1 21 11 N/A
COMM #2 20 8 N/A
TELCO #1 19 7 N/A
D
N
N
N
N
N
N
N
N
N
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
INSTALL (1) 14" STRAND & LASH (1) .625 COAX
CABLE
INSTALL (1) NEW 2" RISER PER DETAIL #'S 1 & 2
ON SHEET 4. PULL (1) .625 COAX CABLE
THROUGH
REMOVE EXISTING LANDSCAPE AS NEEDED &
TRENCH (1) 2" CONDUIT PER DETAIL # 1 ON
SHEET 4. PULL (1) .625 COAX CABLE THROUGH
SET-UP (1) BORE PIT
BORE (1) 2" CONDUIT & PULL (1) .625 COAX
CABLE THROUGH.
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1
2
3
4
5
1R
6
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001280897Highland Haven1127 Aberdeen Ave NERenton, WA 98056Forced Relocates17-050
12/02/2022
C.White
T.Housden
CONSTRUCTION PLAN
6 6
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
SW CHARLESTOWN ST & 49TH AVE SW
SCALE:
0'5'10'
N
S
EW
Verify possible side
sewer location
MFP22006539
MFP22006539
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP22006539
Engineering
1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
2 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.
3 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".
4 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’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 the
Applicant 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.
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