HomeMy WebLinkAboutMFP20000254.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20000254
IVR Number: 20000254
Permit Informaon
Permit Name:Verizon - MCI
Address/Locaon :01/15/2020Application Date:1253810010Parcel Number:3401 LIND AVE SW
Permit Type:03/12/2020Issue Date:Franchise
Permit Work Class:03/12/2021Expiration Date:Major Utility
Job Number:1801AUIT.6_ROWFranchise Type:Telephone
Description:INSTALL 2375 LF OF 2 IN HDPE CONDUIT, (5) VAULTS AND PULL FIBER CABLE IN THE RIGHT OF WAY OF SW
34TH ST AND EAST VALLEY RD. INSTALLATION VIA (2375 LF) OF DIRECTIONAL DRILL. POTHOLE ALL EXISTING
UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS .
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
HOLLY NORTH
MGC TECHNICAL CONSTULTING, INC
8521 154th Ave NE
REDMOND, WA 98052
B: (206) 618-0651Applicant
Aaron Ledvina
Foresite Group LLC
Applicant
Matthew Sapp
Verizon - MCI
Contact
Louise Popelka
Verizon MCI Buisness
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Contact
MASTEC NETWORK SOLUTIONS 210 Interstate North Pkwy, Suite 300
Atlanta, GA 30339
Contractor
Business License Number: 38949Construction Contractor: MASTENS876KN
TERRENO 3401 LIND LLC 101 MONTGOMERY ST #200
SAN FRANCISCO , CA 94104
Owner
Amy Ledvina
Verizon - MCImetro
3245 158 Ave SE
Bellevue, WA 98008
H: (425) 505-5651Specialized
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: https://permitting.rentonwa.gov 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
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
MCIMETRO ACCESS TRANSMISSION SERVICES CORP.
1801AUIT.6_ROW_REN_2625
AARON LEDVINA
206.715.6372
ALEDVINA@FG-INC.NET
RIGHT-OF-WAY AT SW 34TH ST AND EAST VALLEY RD 1801AUIT.6_ROW_REN_2625
INSTALL 2375 LF OF 2 IN HDPE CONDUIT, (5) VAULTS AND PULL FIBER CABLE
IN THE RIGHT-OF-WAY OF SW 34TH ST AND EAST VALLEY RD. INSTALLATION VIA (2375 LF)
OF DIRECTIONAL BORE.
2375
MASTEC, INC.425.287.8701
MASTENA991KJ TBD
1/15/20
MFP20000254
Scott Warlick
POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS
Justin Johnson
3/12/2020
3/12/2020
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
☐Include map(s) showing the location of the project and work area.
☐Be legible lettering and clear, contrasting, symbols of viewing or printing.
☐Must indicate street names, and north arrow and scale.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
1703MNTH.002_ROW_REN_2618
1537 DUVALL AVE NE
MONDAY FRIDAY 9:00AM 3:00PM
INSTALLATION OF 1092 LF OF 2
INCH HDPE CONDUIT, (1) VAULT & PULL FIBER CABLE IN THE
RIGHT-OF-WAY OF DUVALL AVE NE. 1092 LF OF BORING.
MASTEC NORTH AMERICA, INC 425 287 8701
AARON LEDVINA ALEDVINA@FG-INC.NET
22722 29TH DRIVE SE #100 BOTHELL/ WA 98021
MFP20000254
Scott Warlick C.E.D 1/17/2020
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
•Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
•Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
•The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
•In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
•Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP must be at the work site during work hours.
•Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
•Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
•Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
•Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
•The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
•Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
AARON LEDVINA 1/15/20
TRAFFIC CONTROL PLANCITY OF RENTON
PROJECT LOCATION
PROJECT TITLE:
PERMIT NUMBER:
SITE CODE:
(TEASDALE)REN UG PHASE
1801AUIT.6_ROW_REN_2625
1801AUIT.6
CONTACT PERSON:
Tercom Construction
Engineering Manager
Chris Bettencourt
9712 Waller Rd E
Tacoma, WA 98446
(Cell) 253.254.1004
(Fax) 253.538.0506
(Email) chrisb@tercomconstruction.com
Foresite Group
Permitting Manager
Arnaldo Blanco, PE
3000 East Cesar Chavez, Suite 400
Austin, TX 78702
(Office) 770.368.1399
(Fax) 770.368.1944
(Cell) 787.349.2960
(Email) ablanco@fg-inc.net
SHEET INDEX:
1 - COVER SHEET AND PROJECT LOCATION
2-10 - TRAFFIC CONTROL PLANS
SHEET: 1 OF 10
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 2 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SW 34TH ST SPEEDLIMIT25SW 34TH ST
SPEEDLIMIT25LIND AVE SWLIND AVE SWSPEED
LIMIT
35
SPEEDLIMIT353401 LIND AVE SW
WORK AREA
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 3 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SW 34TH ST SPEEDLIMIT25SW 34TH ST
SPEEDLIMIT25LIND AVE SWLIND AVE SWSPEED
LIMIT
35
SPEEDLIMIT353401 LIND AVE SW
WORK AREA
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 4 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SW 34TH ST SPEEDLIMIT25SW 34TH ST
SPEEDLIMIT25LIND AVE SWLIND AVE SWSPEED
LIMIT
35
SPEEDLIMIT353401 LIND AVE SW
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R
WORK AREA
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
MFP20000254
SW 34TH ST
SPEEDLIMIT25ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 5 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SW 34TH ST SPEEDLIMIT25LIND AVE SWLIND AVE SWSPEED
LIMIT
35
SPEEDLIMIT353401 LIND AVE SW
WORK AREA
3324 LIND AVE
SW
3400 LIND AVE
SW
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 6 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SW 34TH ST SPEEDLIMIT253324 LIND AVE
SW
3400 LIND AVE
SW
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
WORK AREA400 SW 34TH ST
201 SW 38TH
ST
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 7 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTSE VALLEY RDSW 34TH ST SPEEDLIMIT25SPEED
LIMIT
35
3401 E
VALLEY RD WORK AREAROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2RW4-2RW4-2R
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 8 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTSE VALLEY RDSW 34TH ST SPEEDLIMIT25SPEED
LIMIT
35
3401 E
VALLEY RD WORK AREAROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2RW4-2RW4-2R
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 9 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
E VALLEY RD
SW 34TH STSPEED
LIMIT
25SPEEDLIMIT35 3401 E VALLEY RD
E VALLEY RD
SPEEDLIMIT35WORK AREA
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2RW4-2RW4-2R
MFP20000254
TRAFFIC CONTROL PLANTRAFFIC CONTROL PLANSIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50 / 70 MPH
60 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
1500' +/- (OR AS PER MUTCO)
800' +/-
500' +/-
350' +/-
200' +/-
100' +/-
RURAL HIGHWAYS
RURAL ROADS
RUAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RUAL ROADS & URBAN ARTERIALS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED
(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
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
MINIMUM TAPER LENGTH IN FEET
LANE
WIDTH
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
-
660
720
-
-
780
-
-
840
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPE WITH TMA
TYPICAL PROTECTIVE VEHICLE (WITH
TMA) LOADED WEIGHT (LBS)
STATIONARY
OPERATION
(FEET)
4 YARD DUMP TRUCK,
SERVICE TRUCK, FLAT BED,
ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATION)
30 MIN.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.
* 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
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70 40 80
35/45 30 60
25/30 20 40
SHEET: 10 OF 10
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
GENERAL NOTES:
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR
MUNICIPALITY DICTATE OTHERWISE.
2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.
3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES.
4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE.
5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK.
6. WORK AREA TO INCLUDE STAGING AREA.
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR
UNDERGROUND REFERNCE PLAN SET
TRAFFIC CONTROL PLAN
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
KING COUNTY METRO:
ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST
BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER (CIC). PLEASE VISIT:
Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CIC AT
206-477-1140 (Construction Impacts) | 206-477-1150 (Trolley Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS
NOTIFICATION FOR BUS REROUTES AND BUS STOP IMPACTS
E VALLEY RD
SW 34TH STSPEED
LIMIT
25SPEEDLIMIT35 3401 E VALLEY RD
E VALLEY RD
SPEEDLIMIT35WORK AREA
ROAD WORK
AHEAD
W20-1
ROAD WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2RW4-2RW4-2R
3600 E
VALLEY RD
MFP20000254
CAPITAL PROJECT #: 072443-001(TEASDALE) REN UG PHASEMCI PERMIT NUMBER: 1801AUIT.6_ROW_REN_2625OUTSIDE PLANT CONSTRUCTIONUNDERGROUND CONDUIT INSTALLATIONSITE CODE: 1801AUIT.6ENGINEERING SERVICESRENTON, WASHINGTONRIGHT-OF-WAY CONSTRUCTION PERMITPROJECT STATUS: PERMITTINGSTATUS DATE: 01/09/2020MFP20000254
SHEET INDEXPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-01OUTSIDE PLANT CONSTRUCTION
N/AN/AABJIC(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAGENERAL PROJECT INFORMATION (A-SERIES)COVER SHEETSHEET INDEXPROJECT OVERVIEWSYMBOL KEYCONTACT INFORMATION (B-SERIES)CONTACT INFORMATION SHEETCONSTRUCTION PLANS (C-SERIES)KEY MAP SHEETSITE PLAN SHEETSSTANDARD NOTES & DETAILS (D-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSSPECIFIC NOTES & DETAILS (E-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSADDITIONAL INFORMATION (F-SERIES)NOT USEDA-00A-01A-02A-03B-01C-00C-01 - C-11D-01 - D-02D-03 - D-10E-01E-02 - E-04N/AMFP20000254
PROJECT OVERVIEWPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-02OUTSIDE PLANT CONSTRUCTION
N/AN/AABJIC(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAPROJECT SCOPEADDRESS RANGE TABLEPRIMARY STREETADDRESSESCROSS STREET(S)SW 34TH STEAST VALLEY RD2013401 - 3600LIND AVE SW, EAST VALLEY RDSW 34TH STPROJECT QUANTITIESINSTALLQNTY2"D CONDUIT (DIRECT. BORE)2"D CONDUIT (MISSILE BORE)30"X48"X24" VAULT(S)2375 LF0 LF030"X60"X30" VAULT(S)424"X36"X24" VAULT(S)12"D CONDUIT (TRENCH)0 LF17"X30"X24" VAULT(S)048"X48"X48" MANHOLE(S)0MFP20000254
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-03OUTSIDE PLANT CONSTRUCTION
N/AN/AABJIC(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WASYMBOL KEYMCI PROPOSED CONSTRUCTIONDIRECTIONAL BORE/MISSILE BOREOPEN TRENCH17"X30"X24" VAULT24"X36"X24" VAULT30"X48"X24" VAULT30"X60"X30" VAULTBORE PITMCI EXISTING/FUTURE CONSTRUCTIONEXISTING MCI METRO CONDUITEXISTING MCI METRO VAULTVFUTURE MCI METRO CONDUITOTHER UTILITIESWWWATER LINEFIRE HYDRANTSDSTORMWATER LINESTORMWATER ACCESSSSSSWASTEWATER LINEWWWASTEWATER MANHOLEWATER VALVEOVERHEAD POWER LINEUNDERGROUND POWER LINETFPOWER TRANSFORMEREPOWER MANHOLEJPOWER JUNCTION BOXEPOWER CABINETEVPOWER VAULTPOLESTREET LIGHTTRAFFIC LIGHTWATER METERGAS LINEGAS METERTELECOM MANHOLETELECOM CABINETTELECOM VAULTUNKNOWN MANHOLEGAS VALVEUNKNOWN VAULTTELECOM LINEGMTTCTMHUVMH48"X48"X48" MANHOLEWVSTORMWATER CATCH BASINCBOTHER UTILITIESSIDEWALKEDGE OF PAVEMENTBACK OF CURBRIGHT OF WAYPLANIMETRICSE.O.P.STREET CENTERLINETREEB.O.C.R.O.W.C.L.UG/CUG/CDSMLFUTURE 17"X30"X24" VAULTFUTURE 24"X36"X24" VAULTFUTURE 30"X48"X24" VAULTFUTURE 36"X60"X36" VAULTDSMLSPLICE ENCLOSUREMFP20000254
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024B-01OUTSIDE PLANT CONSTRUCTION
N/AN/AABJIC(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WACONTACT INFORMATIONONE CALL SYSTEM (UTILITY LOCATES)MCI METRO INC.UTILITIESMCI UTILITY LOCATE RAILROADSFEDERAL GOVERNMENTCOUNTY GOVERNMENT(S)STATE GOVERNMENT1-800-624-9675CITY GOVERNMENT(S)OUTSIDE PLANT ENGINEERING:OUTSIDE PLANT CONSTRUCTION:RIGHT-OF-WAY:CONTRACTS:OTHERS:ENGINEERING CONTRACTOR:CONSTRUCTION CONTRACTOR:SENIOR PROJECT ENGINEER:LOUISE POPELKAPROJECT ENGINEER:BRAD LANDISPROJECT SUPERVISOR:FIELD CONSTRUCTION SUPERINTENDENT:MANAGER:AGENT:MANAGER:NAME OF FIRM:MASTECPROJECT MANAGER:ERIKA YOUNGPROJECT SUPERVISOR:CASEY CHRISTLIEBNAME OF FIRM:FORESITE GROUPPROJECT MANAGER:LUKE RICKELPROJECT ENGINEER:ARNALDO BLANCO(210)722-6429(787)349-2960(267)969-0345(509)823-0965(425)240-0238(425)229-3123AT&T LONG DISTANCE: DANIEL MCGEOUGHAT&T METRO: CLIFF ROBERTS(425)896-9830(425)896-9851AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKEAT&T MOBILITY/CINGULAR: BILL LACOUNT(253)680-2403(360)395-5425CENTURY LINK: IVAN ESMERALCOMCAST: JILL LOOK(425)427-9903(206)396-6032COAL CREEK UTILITY DISTRICT: PATRICK MARTINELI/INTEGRA: ERIC LAYTON(206)255-1961(425)970-7763FRONTIER COMMUNICATIONS NW: JAY SCHWAB(425)263-4019LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELLONEFIBER COMMUNICATIONS: BILL BODIN(720)387-3342(916)765-2074OLYMPIC PIPELINE CO.: TIMOTHY FEHRPUDGET SOUND ENERGY: ANDY SWAYNE(425)427-9903(425)462-3852PUDGET SOUND ENERGY EMERGENCY DISPATCHPSE/INFRASOURCE: AURELIE JOHANNSON(888)225-5773(425)466-4771PSE/POTELCO: BOB CARLSENSEATTLE PUBLIC UTILITIES: RICHARD COX(425)864-0496(206)900-4434T-MOBILE USA: NOTICE ADDRESSVERIZON WIRELESS NW: LELAH VAGA1-877-373-0093(425)603-8275XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPESZAYO FIBER SOLUTIONS: JOSEPH MORTON(206)315-5014(253)255-1917PROJECT MANAGER:CIARA MCDONNELL-RAY(425)606-7704ROW CONSTRUCTION PERMIT INFORMATIONUTILITY FRANCHISE INFORMATIONJOB STARTS (UTILITY INSPECTION)SHORELINE PERMITSGRADING/CLEARING PERMITSCOUNTY ROAD STANDARDSVARIANCES FROM ROAD STANDARDSCOUNTY ROAD PROJECTSPERMITS FOR OTHER COUNTY PROPERTYONE-CALL (CALL BEFORE YOU DIG)(206)296-7456(206)296-7456(206)296-8122(206)296-6650(206)296-6610(206)296-3783(206)296-3783(206)296-6530(206)296-74561-800-424-55551-800-424-5555KING COUNTYCITY OF SEATTLECITY OF BELLEVUECITY OF BOTHELLCITY OF CARNATIONCITY OF CLYDE HILLCITY OF DUVALLCITY OF ISSAQUAHCITY OF KENMORECITY OF KIRKLANDCITY OF LAKE FOREST PARKCITY OF MEDINACITY OF MERCER ISLANDCITY OF REDMONDCITY OF SAMMAMISHCITY OF SHORELINECITY OF WOODINVILLECITY OF YARROW POINT(206)684-7623(425)452-6800(425)806-6810(425)333-4192(425)453-7800(425)788-3434(425)837-3100(425)398-8900(425)587-3800(206)368-5440(425)233-6400(206)275-7605(425)556-2723(425)295-0500(206)801-2500(425)489-2700(425)454-6994UTILITIES & DEVELOPMENT MANAGER (NORTHWEST):MARIA MYRHOFERASSISTANT UTILITIES & DEVELOPMENT MANAGER (NORTHWEST):DEE GARDNERUTILITY ACOMODATIONS (NORTHWEST):ARLENE REHMUTILITIES & DEVELOPMENT MANAGER (OLYMPIC):RAFAEL REYES(206) 440-4120(206) 440-4122(206) 440-4131(360) 570-6743WASHINGTON STATE DEPARTMENT OF TRANSPORTATIONCITY GOVERNMENT(S)NORTH KING COUNTYMFP20000254
LIND AVE SWC-01C-02C-03C-04C-05C-06C-07C-08C-09C-10C-11EAST VALLEY RD SW 34TH STNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-00UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.CONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.OUTSIDE PLANT CONSTRUCTION CITY OF RENTONN/AABJICDATE DESCRIPTION INITIAL
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_2625 N/AMFP20000254
WVWVW WWWWWWWWWW0+001+002+003401 LIND AVE SWVGASGASGASGASGASGASGASJJSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWW
WWVWVWVWVWVWVSW 34TH STE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PINSTALL 205 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 5 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 0+05BOREPIT / INSTALL (1)24" x 36" x 24" VAULTEX WATEREX UG ELECEX WATER1'9'EX WATER6'8'DRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-01SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATE DESCRIPTION INITIAL
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
3+004+00GASGASGASGASGASJTFTFCBCBSDSDSDSDSDSS SSSSSSSSSSSSS
S
SSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWSW 34TH STWE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O
.
PC.L.R
.
O
.W
.E.O.PC.L.E.O.PINSTALL 167 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 53 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 3+77DIG (1) 3' x 3' BOREPITEX STORMEX UG ELEC7'
1'
6'
4'
4'TREESR.O.W.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-02SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254Maintain 5' of separationbetween utilities
W W W WSSSSSSSSGASGASGASGASGASGAS5+006+00LIND AVE SW GASGAS
GASGASGASGASGASJCBCBSDSS
SSSSSSSSSSSSSSS
SWW
WWWWWW WWWWWWWWWVWVWVWVWVWVSW 34TH ST3400 LIND AVE SWE.O.PC.L.E.O.PC.L.E.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PINSTALL 118 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 102 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 5+48DIG (1) 3' x 3' BOREPITEX GASEX SEWEREX WATEREX STORM1'
7'
9'3'TREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-03SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
7+008+003324 LIND AVE SWSW 34TH STGASGASGASGASGASGASGASGASGASTFSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWW W WWVWV
WVWVWVWV3400 LIND AVE SWLE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PINSTALL 63 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 157 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 7+13BOREPIT / INSTALL (1)30" x 60" x 30" VAULT9'3'7'1'10'5'DRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-04SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
9+0010+00201 SW 34TH STGASGASGASGASGASGASGASJCBCBCBCBCBCBSDSDSSSSSSSSSSSSSSSSWWWWWW W WW
WWWWWWWWW WVWVWVWVWVWVWVWVSW 34TH STE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.INSTALL 205 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 15 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 10+75BOREPIT / INSTALL (1)30" x 60" x 30" VAULT10'5'
2'8'TREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-05SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
W W11+0012+0013+00GASGASGASGASGASGASGASTFCBCBCBCBCBCBSDSDSSSSSSSSSSSSSSSSSSWWWWWWWWWWVWVWVWVWVWV
SW 34TH ST201 SW 34TH STE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PINSTALL 220 LF OF1 - 2" HDPE CONDUIT(BORE)EX WATEREX STORM10'5'
10'5'
ACCESS RDTREES
NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-06SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
WWWW W
GASGASGASGAS14+0015+00GASGASGASGASGASGASJSSSSSSSSSSSSSSSSWWWWWWWWWVWVWVWVWVWVWVWVSW 34TH STE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PINSTALL 220 LF OF1 - 2" HDPE CONDUIT(BORE)EX GASEX WATEREX UG ELEC10'5'
10'5'
4'DRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-07SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254Maintain 5' of separationbetween utilities
WWWWWWWWWW16+0017+003351 EAST VALLEY RDSW 34TH STGASGASGASGASGASGASGASGASGASJJCBCBCBCBSDSDSDSDSSSSSSSSSSSSSSSSWWVEETFTFE.O.PC.L.R.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.R.O.W.E.O.PE
.O
.
PC.L.E.O.PC.L.R.O.W.E.O.PINSTALL 220 LF OF1 - 2" HDPE CONDUITINSTALL 86 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 127 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 16+16BOREPIT / INSTALL (1)30" x 60" x 30" VAULTEX UG ELECEX UG ELEC10'5'7'3'
10'4'DRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-08SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
WVWVWW WWWGASGASGASGASGASGASGASGASSSSSSSSSSS18+0019+00EAST VALLEY RDGAS
CBCB
SD
SDSS
SSSSSSWW
WWWWWVWV
E.O.PC.L.E.O.P C.L.E.O.P
E.O.PC.L.R.O.W.E.O.PR.O.W.C.L.E.O.PR.O.W.R.O.W.E.O.PE.O.PC.L.R.O.W.INSTALL 162 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 18+08DIG (1) 5' x 5' BOREPITEX GASEX SEWEREX STORMEX WATEREX SEWEREX STORMEX SEWEREX UG ELECEX SEWER8'9'
11'11'INSTALL 65 LF OF1 - 2" HDPE CONDUIT(BORE)SW 34TH ST
DRIVEWAY
NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-09SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
WGASGASGASGASGASGASGASGASGAS20+0021+00JJTF
CB
CB CB
CB
SD SSSSSSSSSSSSSSSSSSWW
WWWWWWWW
W
WWWV
WV
WVWV
WV
WV
WV
WV
WVWV
WV
WV
WW
EAST VALLEY RDE.O.PC.L.E.O.PR.O.W.C.L.E.O.PE.O.PC.L.R.O.W.E.O.PR.O.W.E.O.PC.L.R.O.W.E.O.PR.O.W.R.O.W.R.O.W.E.O.PINSTALL 78 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 142 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 20+48BOREPIT / INSTALL (1)30" x 60" x 30" VAULTEX UG ELEC8'9'11'11'
12'9'
DRIVEWAYDRIVEWAY
GREEN STRIPNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-10SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
W W WWWWGASGASGASGASGASGASGASGAS23+7522+0023+003600 EAST VALLEY RDEAST VALLEY RDV
J
TF
CB
CB
CB
CB
CB
SD SSSSSSSSSSSSSSSSSSWWWWWWWWWW
W WWWV
WV
WV
WV
WV
WV
WV
WV
E
EEV
EVEVEVE.O.PC.L.R.O.W.E.O.PR.O.W.E.O.PC.L.R.O.W.E.O.PR.O.W.E.O.PC.L.R.O.W.E.O.PR.O.W.INSTALL 178 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 7 LF OF1 - 2" HDPE CONDUIT(BORE)STA: 23+68BOREPIT / INSTALL (1)30" x 60" x 30" VAULTEX WATEREX SEWER13'9'
13'
4'EX SEWERDRIVEWAYGREEN STRIPNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, LLC3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-11SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AABJICDATEDESCRIPTIONINITIAL(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATION 3600 EAST VALLEY RDRENTON, WA1801AUIT.6_ROW_REN_26251" = 20'MFP20000254
MCI METRO GENERAL NOTES AND REQUIREMENTSGENERAL NOTESMCI OSP CONSTRUCTION GENERAL REQUIREMENTSTOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED. USE THE PROPER TOOLFOR THE JOB.PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT; HOWEVER, SAFETY REGARDING YOURSELF AND OTHERS ISTHE MOST IMPORTANT PART OF ANY PROJECT.CONTRACTORS ARE NOT ALLOWED TO CUT ANY CABLE. CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCIOPERATIONS PERSONNEL, AND ONLY AFTER VERIFICATION THAT ALL TRAFFIC HAS BEEN OFF-LOADED.ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS MUST BE FOLLOWED WITHOUT EXCEPTION.PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE FOR THE SPECIFIC WORK SITE SHALL BE USED AT ALL TIMES.AT A MINIMUM, HARD HAT, SAFETY SHOES/STEEL-TOED BOOTS, AND FLORESCENT ORANGE OR GREEN WORK VESTARE REQUIRED UPON ENTERING ANY MCI WORK SITE.USE OF INTOXICANTS, DRUGS, INHALANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLYPROHIBITED.EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES. AN MCI EMPLOYEEOR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND DURING ALL CABLE HANDLINGACTIVITIES.CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESSDUCTS WITH ACTIVE CABLES.MCI COMPRISES THE FOLLOWING OPERATING ENTITIES:-MCI COMMUNICATIONS SERVICES, INC.-MCI METRO ACCESS TRANSMISSION SERVICES, LLC-MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA, INC.-MCI METRO ACCESS TRANSMISSION SERVICES OF MASSACHUSETTS, INC.-METROPOLITIAN FIBER SYSTEMS OF NEW YORK, INC.1.2.ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATINGGOVERNMENTAL AGENCY, MCI METRO, OR THE RIGHT-OF-WAY GRANTOR.LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD VALUATION MAPS OR OTHERDRAWINGS, AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAWINGS.3.UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE NOTNECESSARILY EXACT. THEREFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING ORPLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICT.4.ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON SITE PLAN. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.5.ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES,EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITIONS.6.EQUIPMENT TYPES SPECIFIED HEREIN (ie: "BACKHOE" "SWAMP PLOW", ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDEDAS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS.7.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-01OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
FIBER OPTIC CABLE UNCOVERING SYSTEMPRIOR TO ANY EXCAVATION, THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIALLOCATE MARKS COMPLETED BY MCI OPERATIONS. DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS!THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEASTONE PASS IN EACH DIRECTION. LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS ANDTHE AS-BUILTS.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE, THE CABLEROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACEDEVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE (ALL POTHOLES MUST BE COMPLETED BY HANDDIGGING OR VACUUM EXCAVATION) A MINIMUM OF EVERY 15 FT., THEN EXPOSE THE ENTIRE LENGTH OF THECABLE BY HAND DIGGING OR VACUUM EXCAVATION.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 15 FEET (BUT NOT CLOSER THAN 5 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINIMUM OF EVERY 30 FT.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 5 FEET (BUT NOT CLOSER THAN 3 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINUMUM OF EVERY 15 FT.THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT. IN ANYDIRECTION, ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED, OR THE MARKED RUNNINGLINE DOES NOT MATCH THE AS-BUILTS.NO MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIESHAVE FIRST BEEN PROPERLY LOCATED, POTHOLED, POSITIVELY IDENTIFIED, CONTINUOUSLY EXPOSED BY HANDDIGGING OR VACUUM EXCAVATION, AND THE FACILITES ARE CLEARLY VISIBLE.IN ADDITION, MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES REQUIRES ON-SITE PRIOR APPROVALFROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE.PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS. KNOW IT ANDFOLLOW IT.7.EXPOSING REQUIREMENTS:6.THE TITLE OF THIS PROGRAM, F.O.C.U.S., AN ACRONYM FOR "FIBER OPTIC CABLE UNCOVERING SYSTEM," WAS SELECTEDTO REMIND EVERYONE INVOLVED WITH WORKING NEAR MCI'S ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTINGTHE FACILITIES. IF, DURING THE COURSE OF THE PROJECT, YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THEMCI OSP FACILITIES, IT IS YOUR DUTY TO STOP THE WORK AND RE-F.O.C.U.S.F.O.C.U.S. RULES MUST BE FOLLOWED ON ALL MCI PROJECTS INVOLVING WORK ON OR NEAR MCI OSP FACILITIES.SAFETY IS MCI'S NUMBER ONE PRIORITY; EVERYONE MUST REFRAIN FROM UNSAFE AND IMPROPER PRACTICES.REVIEW OF F.O.C.U.S. IS MANDATORY AT EVERY PRE-BID, PRE-CONSRUCTION SITE MEETING AND DAILY TAILGATEMEETING. F.O.C.U.S. DISCUSSION MUST INCLUDE SITE-SPECIFIC HISTORY, UNIQUE PROBLEMS, FACILITYCONFIGURATIONS THAT MAY BE ENCOUNTERED, AND PAST ERRORS. "THOSE WHO DO NOT LEARN FROM HISTORY AREDOOMED TO REPEAT IT." DO NOT LET THIS HAPPEN TO YOU.ANY WORK NEAR OR REQUIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCIEMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT -- THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLYMONITORING THE SYSTEM. THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FORACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK (COMPARISON OF LINE AND DEPTH READINGS TO ACTUALLINE AND DEPTH OF THE CABLE).LOCATE AND POTHOLE REQUIREMENTS:3.5.4.2.1.CONSTRUCTION NOTESALL CONDUIT WILL BE 4" ID SCHEDULE 40 (i.e. PVC OR BSP/GSP, MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP), UNLESS SPECIFIEDOTHERWISE.1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.2.ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER AND THEPLACEMENT OF 4' MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACH OBSTRUCTION.3.SHORING MAY BE REQUIRED AND SHALL COMPLY WITH O.S.H.A. STANDARDS.4.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTIONDRAWINGS.5.MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 36" MINIMUM COVER IS UNOBTAINABLE UNLESS SPECIFIED OTHERWISEON THE CONSTRUCTION DRAWINGS.6.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM 38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLITCONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE.7.OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.8.ALL STATIONING IS BASED ON AS-BUILT INFORMATION, THERFORE SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.9.RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE LOCATED PRIOR TO THE CONSTRUCTION ACTIVITY. RAILROAD TO BE GIVEN48 HOURS NOTICE PRIOR TO CONSTRUCTION.10.ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BEIMPLEMENTED AS FOLLOWS.11.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN-MOSTSIGN AND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN AN EAST TO WEST GEOGRAPHICAL ORIENTATION, THE WESTERN-MOST SIGNAND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE EAST END OF THE EACH HANDHOLE.MCI METRO GENERAL NOTES AND REQUIREMENTSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-02OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAILAA4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILCDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAILBAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-03OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MIN.TRENCH & PLACE CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIALCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECOVER12" MIN. BELOW FINISHED GRADE6" MIN.TYPICAL DETAILB12"OPEN CUT CONCRETE OR ASPHALTPLAN VIEWCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLESAW CUT AND REMOVE 2' MIN.TYPICAL DETAILAMCI CONSTRUCTION DETAILS/TYPICALSTYPICAL OPEN TRENCH DETAILCOVERVARIESTRENCH EROSION CONTROLFRONT CROSS SECTION VIEWEXISTING GRADEFILLED BAGSCLEAN BACKFILLTOE OF BANKCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLENOTE: BACKFILL MUST BE MADE WITH ROCK FREE MATERIALNOTES:1. INTERLOCK BAGS INTO TRENCH, ONE LAYER PARALLEL WITH THE CABLE, THE SECOND LAYER CROSSWISE AND THE THIRD LAYER PARALLEL, ETC.. TAMP THE BAGS FIRMLY INTO PLACE AND PLACE THE BAGS SO THEY WILL CONFORM TO THE PREDISTURBED BANK.2. BAGS WILL EXTEND THE FULL WIDTH AND DEPTH OF EXCAVATION TO UNDISTURBED SOIL.SPACE ROWSEQUALLYVARIESEXISTING GRADETOP OF BANKFILLED BAGSSIDE CROSS SECTION VIEWTYPICAL DETAILDAXTRENCH & PLACE JOINT CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL. 2-SACK SAND-SLURRY BACKFILL MAY BE REQUIRED BY THE LOCAL GOV. AGENCYCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECONDUIT AS SPECIFIED E/W PULL ROPECOVER.12" MIN. BELOW FINISHED GRADE12" MIN.TYPICAL DETAILCAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-04OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALSRESTORATION DETAILSREMOVE AND RESTORE ASPHALTFOR CONDUITASPHALT OVERLAY (IF REQUIRED)(VARIES PER PERMIT REQUIREMENT)24" MIN.4" MIN.CONCRETE SUB BASEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIAL6" MIN.CLEAN BACKFILLCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE6" MIN.3" MIN.CLEAN BACKFILL6" MIN.EXISTING ASPHALT6"TYPICAL DETAILAREMOVE AND RESTORE CONCRETEFOR CONDUITCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE3" MIN.TYPICAL DETAILBPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-05OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
PROFILE VIEWD/L PLAN VIEWJACK & BORE ROADWAYR/WEOPROADWAYEOPGRADEEXISTING DITCH42"MIN.48"MIN.EOP VARIESEOP D/L MIN.5'VARIESVARIESVARIESR/W4" BSP E/W 2-1 1/4 "JACK & BOREJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.INDTS.42"MIN.DITCHCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLE5'MIN.TYPICAL DETAILAJACK & BORE MAIN TRACKPLAN VIEW15' MIN.PROFILE VIEWR/W
66"MIN.R/W
VARIES15' MIN.JACK & BORE 4" R/W
" INDTS.BSP E/W 2-1 1/4 42" MIN.R/W
OPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED TYPICAL DETAILBR/W
R/W
MIN.42"MIN.66"MIN.42"JACK AND BORE DUAL TRACKSR/W
APPROX.PROFILE VIEWVARIES22.5'15'22.5'PLAN VIEWR/W TYPICAL DETAILC66"R/WR/WCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLEJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.PREFERABLY NOT LESS THAN 4515' MIN.42" MIN.RAILEXISTING GRADEPROFILE VIEWPLAN VIEWJACK & BORE AUXILLARY TRACK15' MIN.MIN.TYPICAL DETAILDEXISTING JACK & BORE 2-1.9" O.D. HDPE5" BSP E/W MIN.42" GRADE48" MIN.H42" MIN.HOPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED JACK AND BORE CULVERT2-1.9" O.D. HDPESPILLWAYCONCRETE 5" BSP E/W JACK & BORE PROFILE VIEWVARIESVARIESSPILLWAYCULVERTCONCRETE AND/OR SPILLWAYPLAN VIEWHCULVERT
HTYPICAL DETAILEMCI CONSTRUCTION DETAILS/TYPICALSJACK AND BORE DETAILPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-06OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALS4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS1" PVC SLEEVEFOR GROUND RODUPPER SECTIONLOWER SECTIONUPPER SECTIONLOWER SECTIONPULL IRONS (TYP.)1 EACH WALLCENTERED UNDERTERMINATORSPULL IRON (TYP.)10''SUITABLE DIRTBACKFILLCRUSHED STONEPROFILEPLANMANHOLEMANHOLEPVC, OR BSP/GSPCONDUIT (TYP.)48''36''12''4'' DIAMETER TERMINATOR (TYP.)12''X4'' STANDARD SUMP22''72''72''30''10''MIN.43''6''12''48''49''41''30''4''32''32''12'' X 4'' STANDARD SUMP48''24''24''7''7''21''16''6''21''6''6''48''24''24''24''12''7''7''30''19''16''4''48"6"6"27"27"60"60"4'' DIAM. TERMINATORS(FOR SCH. 40 PIPE)4 EACH WALL1. VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED STONE (3/4" GRADE).3. SHORING WILL BE REQUIRED.4. ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH EXITING GRADETYPICAL DETAIL "B"NOTES:TYPICAL DETAIL "E" RING AND COVER DETAIL RING: 390lbs. COVER: 300lbs.NOTES:.375'' X 1.50'' FULLY THREADEDBOLTS AND INSERTS (2 BOLTSAND INSERTS EACH WALL)EXISTINGGRADESUITABLE DIRTBACKFILLMANHOLE COVER IRONWORKS #B-30 TYPICAL DETAIL "A"TYPICAL NECK EXTENSION DETAIL REINFORCEDCONCRETENECK EXTENSIONTYPICAL DETAIL "D"DALWORTH QUICKSET MANHOLEWALLS: 6in. HEADROOM: 48in.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.4'' DIAMETERTERMINATOR(TYPICAL.)1'' PVC SLEEVEFOR GROUNDINGRODTYPICAL DETAIL "C"TYPICAL DETAIL "F"BOLT INSERTS AND PULL IRONS2 SECTIONSTERMINATORS, SUMP, & GROUND ROD SLEEVE2 SECTIONSNOTE:INSERT SPACINGARRANGED FORFIBER OPTIC CABLE"3M" SPLICE CASE.1.375"1.375"1. EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING.2. STAMP CARRIER'S ID IN COVER.3. ACCESS HOLE: 30"CARRIER LOGOPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-07OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALS2.5' x 5' x 2.5' HANDHOLE DETAILSFIBERGLASS VAULT4'' X 1.50'' X .25''NEOPRENE RUBBERINSIDE LOOKING OUTSIDE WALL VIEWDETAIL "D"(144 SQ. IN. TOTAL DRAINAGE)PLAN VIEWVAULT BOTTOMDETAIL "B"CROSS SECTIONLOCKING DEVICESECTION A-ALOCK DOWN DEVICEDETAIL "A-1"3'' REINFORCEDEXCAVATION PITDETAIL "C"BACKFILLSUITABLE DIRTHANDHOLE7' - 0''40 PVC (BOTH ENDS)PLUG. BELL ENDS TO4.50'' BELL ENDS W/ PVCPLANACCOMODATE SCHED.30''CRUSHED STONE(ONE SIDE ONLY)EMS MARKER5' - 0''OR HDPECONDUIT (TYP.)PVC, BSP/GSPEXISTING GRADESUITABLE DIRTBACKFILL25''(TYP)7''RIB2.50'' KNOCKOUT (BOTH ENDS)PROFILE2'' KNOCKOUT (BOTH ENDS)LIFTING BOLTS (TYP. 4 PLACES)30''6''29.50''6''EXPLODED ISOMETRIC DETAILDETAIL "A"1.625'' X 1'' X 33''UNISTRUT CHANNELSEE DETAIL "A-4"THIS SHEET.375'' INSERT30''(ONE SIDE ONLY)3M CAT #1411EMS MARKER(3 REQUIRED)SUPPORT BEAMTHIS SHEETSEE DETAIL "A-1"DIRT SHIELDDEVICE ANDLOCK DOWNSEE DETAIL "A-3"THIS SHEETSURFACENON-SKID1-800-624-9675MCISEE DETAIL "A-2"PLASTIC VAULT (FRP)FIBERGLASS REINFORCED4'' X 2'' WITH CENTER PINLOCKING BEAM60''THIS SHEET(CENTER ONLY)BONDED TO VAULT BYMANUFACTURERMORTAR FRAME (RPM)REINFORCED POLYMERCOVER AND FRAME.50 IN..75 IN.POLYMER MORTARREINFORCEDLIFTING SLOT20,000 LBS. LOADING WEIGHTPOLYMER MORTAR (RPM) COVER FORTWO PIECE REINFORCEDABRACKET (HOT DIPPEDRPM COVEREACH APPROXIMATELY POUNDS.THE LIDS ARE POLYMER CONCRETE MATERIAL,APROXIMATELY POUNDS IN WEIGHT.WITH 12'' OF CRUSHED STONE (.75'' GRADE).5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL,4. ALL HANDHOLES SHALL BE PLACED BELOW3. SHORING WILL BE REQUIRED.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED1. VOID IN EXCAVATED AREAS TO BE BACKFILLED(TYP. AT 6 PLACES)GALV) (2 REQ'D)LAG BOLT ANCHORS MUSTLINEAR DISTANCE BETWEENBE 25''.ANCHOR (TYP.).375'' LAG BOLTNOTE:7''EXISTING GRADE.WITH SELECT MATERIAL.NOTES:.50'' OPENING (MAX)FOR GROUND ROD30''TYP.12''TYP.12''59.50''(TYP - 4 PL)6'' X 6'' DRAIN(TYP - 2 PL)1'' DIA HOLERPM FRAMEVAULTFIBERGLASSSUPPORT BEAMDETAIL "A-4"INSTALLATIONBEAMSUPPORTWITH NUT, AND WASHER.75'' X 1.25'' HEX BOLT(TYP-4 PLACES)LS)OF 2-PIECE RPM COVERCOVER HOLD DOWN BRACKETCOVER HOLD DOWN.375'' INSERTDETAIL "A-3"WASHERWITH FLAT.1875'' SCREWANEOPRENE COVERENGAGED LOCK DETAIL "A-2"DOWN DEVICEP1000 UNISTRUT.50'' STAINLESS STEEL(SELF CLEANING)STAINLESS END CAPCAPTURE NUT W/ACME THD. BOLT &PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-08OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL VAULT DETAILW[SEE TABLE]L[SEE TABLE]H[SEE TABLE]VAULT SIZEL (LENGTH)W (WIDTH)H (HEIGHT)DROP SIZE17 IN.30 IN.24 IN.MEDIUM SIZE30 IN.48 IN.24 IN.SMALL SIZE24 IN.36 IN.24 IN.LARGE SIZE36 IN.60 IN.36 IN.*NOTE: SEE SITE PLAN FOR LOCATION AND TYPEPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-09OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
MCI CONSTRUCTION DETAILS/TYPICALSHANDHOLE SLACK STORAGE DETAILSCABLE RACKLOOP DIRECTIONCABLE RACKLOOP DIRECTIONCABLE RACKCABLE RACKSPLICE
CASE60"SPLICE CASECABLE RACKLOOP DIRECTIONCABLE RACKSPLICE CASELOOP DIRECTION25'CABLE RETAINERCABLE RETAINERSECTION B-B30"DETAIL "A"CABLE SLACK ARRANGEMENTDETAIL "B"HANDHOLE LAYOUT14.25"2.25"BB.375"-16 MOUNTING INSERTSFOR SPLICE CASING4 PLACES (2 EACH SIDE)PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-10OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
CITY OF RENTON GENERAL NOTES AND REQUIREMENTSGENERAL NOTESALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON MUNICIPAL CODE TITLE IV, ALLAPPLICABLE ORDINANCES, THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLICRIGHT-OF-WAY (PROWAG), THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALLWSDOT STANDARDS AND SPECIFICATIONS.1.ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER FROM FINISHED GRADE, DITCH BOTTOM, OR NATURALGROUND. REFER TO WSDOT UTILITY MANUAL FOR PIPE COVER REQUIREMENTS ON STATE ROUTES; SR 18, SR 99, SR 161, SR 509.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVEEQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHINTHE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOREACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23-TRAFFIC CONTROL, SHALLAPPLY.12.TEMPORARY EROSION AND SEDIMENTATION CONTROL SHOULD BE IN ACCORDANCE WITH THE KING COUNTY EROSION ANDSEDIMENT CONTROL STANDARD. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM.15.ANY EXCAVATION WITHIN PROXIMITY OF TREE DRIP LINES SHALL BE PERFORMED VIA HYDRO VACUUM EXCAVATION.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY DISTRICTS AND PRIVATE PROPERTY OWNERS WHENSUCH PROPERTY IS LIABLE TO INJURY OR DAMAGE THROUGH THE PERFORMANCE OF THE ABOVE WORK. CALL 1-800-424-5555 48HOURS IN ADVANCE FOR UNDERGROUND UTILITY LOCATION. THIS INSTRUCTION DOES NOT RELIEVE THE CONTRACTOR FROMREQUIRED NOTIFICATION OF COUNTY INSPECTORS AS SPECIFIED IN PARAGRAPH 1, ABOVE.9.AFTER COMPLETION OF CONSTRUCTION WORK THE CONTRACTOR SHALL RESTORE ALL RIGHTS OF WAY AND PUBLIC PLACES TOTHE CONDITION WHICH IS EQUIVALENT TO OR BETTER THAN THE CONDITION OF THE RIGHT OF WAY PRIOR TO COMMENCING THEWORK AND TO A CONDITION SATISFACTORY TO THE CITY WITHIN 30 DAYS. CONTRACTOR SHALL REPAIR THE DAMAGE AT ITSSOLE COST AND EXPENSE, WITHOUT DELAY OR INTERRUPTION AND WITHIN THE TIME PERIOD PRESCRIBED BY THE CITY.11.3.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITYOF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ALL PRE-CONSTRUCTION MEETINGSSHALL BE SCHEDULED AT A MAXIMUM OF 14 DAYS PRIOR TO THE JOB START DATE.4.JOBS ARE REQUIRED TO BE CALLED IN FOR JOB START, RE-INSEPCTION AND PROJECT FINAL INSPECTIONS. INSPECTIONS SHALLBE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BYGOING TO MYBUILDINGPERMIT.COM.6.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES.13.ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEFUNCTION.14.7.WHENEVER PART OF A SQUARE OR SLAB OF EXISTING CONCRETE SIDEWALK OR DRIVEWAY IS CUT OR DAMAGE, THE ENTIRESQUARE OR SLAB SHALL BE REMOVED OR REPLACED. ALL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH THECITY OF RENTON STANDARDS.PERMITTEE SHALL NOT CLEAR, REMOVE OR DISTURB ANY TREES OR VEGETATION IN THE RIGHT OF WAY WITHOUT SUBMITTING AREVEGETATION AND EROSION CONTROL PLAN, IN FORM AND CONTENT ACCEPTABLE TO THE CITY.17.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS, BUT NOT MORE THANSEVENTY-TWO (72) HOURS, PRIOR TO COMMENCING THE WORK. CREW MUST CALL PERMIT # AND WORK LOCATION EACHMORNING THEY ARE TO BE WORKING IN TOWN TO VERIFY THE START OF WORK. FAILURE TO PROVIDE SUCH NOTICE WILL RESULTIN THE ASSESSMENT OF A JOB START PENALTY CHARGE PER EACH OCCURRENCE, IN ADDITION TO ANY OTHER FEES PROVIDEDFOR IN THIS PERMIT.10.GENERAL NOTES5.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY.WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROLDENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION.THE AGGREGATE WILL BE 3/8 -INCH MINUS.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-01OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-02OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-03OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254
TEMPORARY EROSION/SEDIMENTATION CONTROLSHEET 1 OF 1 SHEETPrefabricated units may be used in lieu of the designshown on this plan upon approval of the Eng
ineer.Structure shall be constructed such that geotextilematerial shall be fastened to posts creating a seam-less joint.Ensure that ponding height of water does not causeflooding on adjacent roadways or private property.Perform maintenance in accordance with StandardSpecification 8-01.3(15).1.2.3.4.ATTACH WOOD OR METAL CROSSBRACES TO STABILIZE WOODGEOTEXTILEINLETPOST (SEE STD. SPEC. 8-01.3(9)A).COMPACTED NATIVE SOIL2' - 0" MIN.1' - 0" MIN.GRATEFASTEN CROSS BRACES TOGETHER WITHSCREWS, NAILS. NYLON TIES OR WIREINLET(CROSS BRACES NOT SHOWN)(ENTIRE FENCE NOT SHOWNFOR ILLUSTRATIVE PURPOSES)FLOWSILT FENCE ~ SEESTD. PLAN I-30.104"4"BURY GEOTEXTILE IN TRENCHGEOTEXTILE FOR TEMPORARY SILT FENCE~ SEE STD. SPEC 9-33.2(1), TABLE 6INLETTEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREASWSDOT-I-40.10-00Size the Below Inlet Grate Device (BIGD) for the storm water structure itwill service.The BIGD shall have a built-in high-flow relief system (overflow bypass).The retrieval system must allow removal of the BIGD without spilling thecollected material.Perform maintenance in accordance with Standard Specificat
ion 8-01.3(15).1.2.3.4.OVERFLOW BYPASS5" MAX.TRIMGRATE FRAMEFILTEREDWATERSEDIMENT AND DEBRISSHEET 1 OF 1 SHEETDRAINAGE GRATEBELOW INLET GRATE DEVICEOVERFLOW BYPASS (TYP.)DRAINAGE GRATE~ RECTANGULAR GRATE SHOWNRETRIEVAL SYSTEM (TYP.)BELOW INLET GRATE DEVICENOT TO SCALESTORM DRAIN INLET PROTECTIONWSDOT-I-40.20-00SHEET 1 OF 1 SHEETFABRIC (GEOTEXTILE)(TYPICAL)TYPICAL SILT FENCEWITHOUT BACKUP SUPPORT1.2.3.(WOOD POSTS SHOWN)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGHTOGETHER TO PREVENT SILT LADEN WATER FROMESCAPING THROUGH THE FENCE AT THE OVERLAP.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR SILT FENCE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6(STEEL POSTS SHOWN)~~(STEEL POSTS SHOWN)POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCH4"2' - 0" MIN.2' - 0" MIN.FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.4"BACKFILLED &COMPACTEDNATIVE SOILFASTEN TO POSTEVERY 6" O.CSELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZEDPOST~ WOOD OR STEEL(TYPICAL)4.DURING EXCAVATION, MINIMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the silt fence to point slightly upslope to preventsediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be placed in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install silt fencing parallel to mapped contour l
ines.3/22/13SILT FENCEWSDOT-I-30.15-02SHEET 1 OF 1 SHEETHIGH VISIBILITYSILT FENCE(STEEL POSTS SHOWN)FABRIC (GEOTEXTILE)(TYPICAL)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHERTO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THEFENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACEDIN LOW SPOTS OR IN SUMP LOCATIONS.(WOOD POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.)
O.C.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR HIGH VISIBILITY SILT FENCECOLOR - ORANGE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6~~POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCHBACKFILLED &COMPACTEDNATIVE SOIL(STEEL POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.TYPICAL HIGH VISIBILITY SILT FENCEWITHOUT BACKUP SUPPORTPOST ~WOOD OR STEEL(TYPICAL)SELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZED1.2.3.4.DURING EXCAVATION, MIN
IMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION
TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the high visibility silt fence to po
int slightly upslopeto prevent sediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be p
laced in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install si
lt fencing parallel to mapped contour lines.3/22/13HIGH VISIBILITY SILT FENCEWSDOT-I-30.17-00PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-04OUTSIDE PLANT CONSTRUCTION
(TEASDALE) REN UG PHASE
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1801AUIT.6_ROW_REN_2625CITY OF RENTON3600 EAST VALLEY RDRENTON, WAN/AN/AABJICMFP20000254