HomeMy WebLinkAboutMFP17005840DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17005840
IVR Number: 17005840
Permit Informa!on
Permit Name:Comcast Cable Franchise Permit
Address/Loca!on:12/06/2017Applica!on Date:2146100015Parcel Number:700 POWELL AVE SW
Permit Type :01/16/2018Issue Date:Franchise
Permit Work Class:01/16/2019Expira!on Date :Minor U%lity
Job Number:269096Franchise Type :Cable
Descrip!on:Bore 2 2" conduit star%ng on the SE corner of SW 7th ST and Powell Ave and head south 150'. Restora%on per City of
Renton standards .
Contacts
Name Address PhoneTypeBilling
Comcast Cable Communica%on Management &
Comcast Cable Holding
B: (215) 665-1700Applicant
Tom Donnelly
Comcast Business Communica%ons LLC
1701 J< Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Sco? 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
MFP17005840Restoration per City of Renton standards.Scott Warlick1/16/2018Justin Johnson1/16/2018
MFP17005840Justin Johnson1/16/2018
PRIVATE PARKING
EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP
SW 7TH ST
WORK
AREA
WORK
AREA
LIMIT
SPEED
35 DIRECTION OF WORKDIRECTION OF WORK
X X X
X
PRIVATE
DRIVE
10' MIN.2' MIN."DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096TCP-11 212/04/17PERMITHBB01/09/2018REV-1HBBCOMCAST
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
45 / 55 MPHRURAL ROADS
25 / 30 MPH
URBAN STREETS 25 MPH OR LESS
PCMS
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDER
WIDTH
(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
Posted Speed (mph)
8'
55 / 70 MPH
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
1.
2.
3.
4.
5.
6.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED).
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
016'
6*+56%2.#;176+56;2+%#.
1(914-1012215+6'5+&'
1(564''6
REV-1: ADDED AND
REVISED TCP SHEETS
MFP17005840
PRIVATE PARKING EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPE
O
P
EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPPRIVATE PARKING
70025
X X
WORKAREADIRECTION OF WORKDIRECTION OF WORK
L 10' MIN.2' MIN.50'
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096TCP-22 212/04/17PERMITHBB01/09/2018REV-1HBBCOMCAST
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
45 / 55 MPHRURAL ROADS
25 / 30 MPH
URBAN STREETS 25 MPH OR LESS
PCMS
10 550
605
660
105
125
150 205 270
165 225 295
180 245 320 540
115
-
-
--
-
720
660
780 840
25 30 35 40 45 50 55
10'
60
40
40
65 70
SHOULDER
WIDTH
(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
25 30 35 40 50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
Posted Speed (mph)
8'
55 / 70 MPH
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
1.
2.
3.
4.
5.
6.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED).
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
74'
SHOULDER CLOSURE - LOW SPEED ROADWAY (40MPH OR LESS)
NOT TO SCALE
REV-1: ADDED AND
REVISED TCP SHEETS
MFP17005840
JOSE COSMEPrepared By:REV
1
Date:
2 OF 4
METRO-E
KEN PONTELANDOLFO
11/29/17
OVERVIEW 269096 DISTR.
INTERNATIONAL 700 POWELL AVE SW RENTON, WA 98057
N
E
S
W SEFNCO
COMMUNICATIONS
SYMBOL KEY
R 25POLE RISER
EXISTING UNDERGROUND
UTILITY POLE
FIBER CASE
UC
NEW UNDERGROUND
NEW INTERIOR
CORE DRILL
UTILITY CLOSET
1
2
2 3
3
UC
4
6
1
2
3
4
– CASE SP.WAKV.0547
CONSTRUCTION NOTES:
– PULL 12 CT FIBER THRU EXISTING CONDUIT
422'
6'48'
100'
EXISTING VAULT
NEW VAULT
– PLACE NEW 17X30 VAULT
– BORE 2(2") CONDUIT AND PLACE 12 CT FIBER
5 – CORE DRILL 1(2") AND OVERSET WITH LB
6 – PLACE 12 CT FIBER IN SMURF TO UC
5
MFP17005840
SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 - NOTES & LEGEND SHEET
3 - DETAILS SHEET
4 - DESIGN
BILL OF MATERIALS*:
CONTACTS:
DISTRIBUTION INTERNATIONAL
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS
PROJECT MAP:
COVER
PUSH 12CT FIBER THROUGH CONDUIT
NEW 2-(2") CONDUIT
BORE AND PLACE NEW VAULT
685'
(x2) 150'
PROJECT DESCRIPTION*
700 POWELL AVE SW, RENTON, WA
SEFNCO: JOSE COSME 253-299-4962
COMCAST:KEN PONTELANDOLFO
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096PERMIT1 412/01/17PERMITHBBCOMCAST
COMCAST
JT# 269096
12CT FIBER OPTICS 685'
2-(2") CONDUIT 198'
BORE AND PLACE NEW VAULT
DESCRIPTION OF WORK: PUSHING FIBER THRU EXISTING CONDUIT IN
ROW AND BORE 2(2") CONDUIT STARTING ON THE SE CORNER OF SW
7TH ST AND POWELL AVE AND HEADING SOUTH ~150'
TOTAL FOOTAGE 985'
=
=
=
AREA OF WORK
MFP17005840
NOTES & LEGEND
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096PERMIT2 412/01/17PERMITHBB6
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
MFP17005840
NO SCALE
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096PERMIT3 412/01/17PERMITHBBTRENCHMANHOLEUTILITY CROSSING
TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL
13"
17"
14"
12"
3"
19"22"
18"
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL-TO-STEEL ADAPTER
TYPICAL POLE RISERS (2) 4"Ø
3'R, 90°
STEEL
(1) 10' NOTCHED & (1) 10'
STEEL CONDUIT
SECTIONS
15" HDG POLE BRACKET
W/ PIPE CLAMP (B2017
BY POWER-STRUT OR
EQUAL) 4" MIN. OFFSET
FROM POLE
TYPE C STEEL-TO-STEEL
ADAPTER. CAP (1) 4"Ø AT 10'.22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL
CONDUIT SECTION
POLE RISERVAULTTYPICAL DETAILS
4 5/8" DIA.
LIFTING INSERTS
ROUND ACCESS
COVER
4 3/4" KNOCKOUTS
4 EACH SIDE
2 1/2"Ø GROUND
ROD KNOCKOUTS
VAULT NO.
444-LA 2,280 LBS.
OPTIONAL PULLING
IRON1 EACH SIDE
TYPICAL MANHOLE DETAIL
NO. 3806 6"
RISER 280 LBS.
6"
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
LADDER RUNG GROOVES
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
4'-0"38" DIA.LIFT 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
COMCAST
MFP17005840
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOPEOPE
O
PEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCO
N
T
I
N
U
E
TO
P
R
I
V
A
T
E65'422'150'SW 7TH ST
POWELL AVE SW"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC700 POWELL AVE SWRENTON, WA269096PERMIT4 412/01/17PERMITHBBCOMCAST
TIE-IN AT SPLICE CASE - SP.WAKV.0547 @ EXISTING VAULT
PROOF/PULL 12CT. FIBER THROUGH EXISTING CONDUIT
DRILL AND PLACE 2-(2") CONDUIT (1)-W/12CT. FIBER
BORE AND PLACE NEW 17x30 VAULT, END OF DESIGN
CONSTRUCTION NOTES
1
1
SP.WAKV.0547
2
2
3
4
EXISTING VAULT EXISTING VAULT
2
3
4
MFP17005840