HomeMy WebLinkAboutMFP23003233.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23003233
IVR Number: 23003233
Permit Information
Permit Name: Comcast Cable Franchise Permit-JB0000202624
Address/Location:06/19/2023Application Date:0007200131Parcel Number: 200 S 2ND ST
Permit Type:07/05/2023Issue Date:Franchise
Permit Work Class:07/04/2024Expiration Date:Major Utility
Job Number: JB0000202624Franchise Type:Cable
Description: Comcast JB0000202624 UPGRADE EXISTING VAULT TO (1) NEW 25TA VAULT. TRENCH AND PLACE (2) 4"
SCH80 CONDUIT(S) AND PULL (2) MICRO FIBER(S)
THROUGH. DRILL AND PLACE (2) 4" ROLLED DUCT SDR11 THROUGH AND PULL (2) MICRO FIBER(S). SET (1)
NEW 25TA VAULT(S) PER DETAIL #3 ON SHEET 4. PLACE (2) 4" ROLLED DUCT SDR11 THROUGH AND PULL (2)
MICRO FIBER(S). POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
ApplicantX
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Emergency
Contact
COMMUNITY HEALTH CENTERS OF 955 POWELL AVE SW #A
RENTON , WA 98057
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
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: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. 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
$125/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
Comcast Cable Communications Management
JB0000202624
Jessamin Santos
206-401-2188
Jessamin_santos@comcast.com
200 S 2ND ST RENTON WA 98057 JB0000202624
SET (1) NEW 25TA VAULT(S) PER DETAIL #3 ON SHEET 4. PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S), DRILL AND PLACE (2) 4" ROLLED DUCT SDR11 THROUGH AND PULL (2) MICRO
FIBER(S), UPGRADE EXISTING VAULT TO (1) NEW 25TA VAULT, TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S) AND PULL (2) MICRO FIBER(S) THROUGH
Cannon Construction LLC - David Standring 253-922-2787
601590363 20838
06/19/2023
MFP23003233
Scott Warlick 7/5/2023 POTHOLE ALL EXISTING UTILITIES
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
RESTORATION PER CITY OF RENTON STANDARDS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST 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 traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2.The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 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.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o 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.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
-Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
UPGRADE EXISTING VAULT TO (1) NEW 25TA VAULT, TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S) AND PULL (2) MICRO FIBER(S)THROUGH, DRILL AND PLACE (2) 4" ROLLED DUCT SDR11 THROUGH AND PULL (2) MICRO FIBER(S),
SET (1) NEW 25TA VAULT(S) PER DETAIL #3 ON SHEET 4. PLACE (2) 4" ROLLED DUCTSDR11 THROUGH AND PULL (2) MICRO FIBER(S)
98371
JB0000202624
200 S 2ND ST RENTON WA 98057
Monday Friday 8:30am 3:00pm
Cannon
Jessamin_santos@comcast.com 206-401-2188
410 Valley Ave NW, Suite 12, Bldg C Puyallup
MFP23003233
Scott Warlick CED 7/5/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) 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 a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
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 R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 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 Permit Holder’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 City within the scope of this Agreement, Permit Holder 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.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan 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.
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.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
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 Traffic Control Plan 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).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
06/19/2023
Jessamin Santos
TRAFFIC CONTROL NOTES:
1. The designed traffic controls contained within this TCP will not be implemented until approved by the public authority having
jurisdiction
2. The contractor is advised that all lane closures shall be kept to a minimum. Local jurisdictions will approve only those lane and
roadway closures determined to be necessary for the contractor to accomplish a specific task. No lane or roadway closures will
be permitted without prior approvals.
3. The contractor shall keep all traffic lanes and shoulders clear of equipment and materials during non-working hours. Equipment
and materials shall not be stored on the streets. The contractor's employees and agents shall not park private vehicles along the
roadway or median.
4. All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal manual on uniform
traffic control devices (m.u.t.c.d).
5. Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the
responsibility of the on-site traffic control personnel to verify if any special conditions exist.
6. Traffic control equipment shall maintain a minimum 15' clearance from railroad tracks.
7. Recessed steel plates shall be placed over open trench during non-work hours. W8-24 signs shall be placed as advanced warning
to vehicles.
8. Will coordinate with any businesses that will be affected by construction
9. Access to driveways must be maintained at all times.
10. No park signs to be placed 72 hours prior to construction.
11. Signs within roadway will be protected by channelization devices
12. All traffic control devices used for night work must be retroreflective
PEDESTRIAN & BICYCLE NOTES:
1. Bike lane traffic must be maintained with a minimum of 2' clearance throughout work area.
2. Pedestrian traffic must be maintained with a minimum of 4' clearance within crosswalk.
3. Pedestrian traffic must be maintained with a minimum of 4' clearance within sidewalk.
4. Flagger/spotter to direct and assist pedestrians around work area unless otherwise noted.
5. All work will stop while pedestrians are escorted through work zones
ADDITIONAL NOTES:
1. Contact property owner(s) 72 hours prior to start of work to alert owner(s) to possible driveway closures and alternate access
when applicable.
2. Contractor shall coordinate work hours with local school bell schedule. no traffic control equipment shall be placed until after
school is in session when applicable.
3. Notify fire station 72 hours prior to start of work. access for emergency vehicles shall be maintained at all times when applicable.
4. Contact transit authority 72 hours prior to start of work for temporary relocation of bus stop when applicable.FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCSilas Schroeder
(P): (253) 709-3302
(E): sschroeder@teamcannon.comJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
05/31/23
SS
HW
SHEET NAME
1 2
MFP23003233
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
S 2ND ST
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPXXXBL
R2-1
WT
6 DEVICE MIN
50'-100'
X FAS/
PM CONTACT INFORMATION:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCSilas Schroeder
(P): (253) 709-3302
(E): sschroeder@teamcannon.comJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
05/31/23
SS
HW
SHEET NAME
2 2
MFP23003233
PAGE 5 PAGE 6 PAGE 7 PAGE 8 PAGE 9
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
0
0
0
0
0
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
200 S 2ND ST
RENTON WA 98057
CONTACTS:
CANNON COMPANIES
Silas Schroeder - (253) 709-3302 - sschroeder@teamcannon.com
COMCAST COMMUNICATION
Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com
SCOPE OF WORK:
JB0000202624
HEALTHPOINT
SHEET INDEX
1 -COVER
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5-9 -CONSTRUCTION PLAN
10-12 -RESTORATION PLAN
13 -SITE PHOTOS
- UPGRADE EXISTING VAULT TO (1) NEW 25TA VAULT
-TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S) AND PULL (2) MICRO FIBER(S)
THROUGH
-DRILL AND PLACE (2) 4" ROLLED DUCT SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
-SET (1) NEW 25TA VAULT(S) PER DETAIL #3 ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO FIBER(S)
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
0
0
915
0
(0)0
915
0
0
0
0
0
1098
FT + 20% STORAGE = FTMICRO FIBER 915 1098
Metro-E Retail
MFP23003233
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE
THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND
OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE
PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL
OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT
WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES
NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL
TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF
THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO
PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY
RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER,
AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY
HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN
APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES
WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE
LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR
ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS.
EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK
PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER
REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL
(I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH
BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL
LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A
MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF
CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE,
DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND
PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION
PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND
PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF
EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE
ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE
WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO
PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND
WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO
CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S
WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR
REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN
WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL
GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED
WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
GENERAL NOTES
2 13
SCALE:
NO
SCALE
MFP23003233
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
LEGEND
3 13
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
D D
DD DD
G G
OIL OIL
ST ST
W W
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
TH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
EW
BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
CAB CABINET
NEW COAX TAP
BUS STOP LOCATION
MFP23003233
6" MINIMUM DEPTH
3/4" MINUS WASHED
GRAVEL
UTILITY VAULT 25-TA
EXISTING GRADE PROPOSED CONDUIT
ADJUSTABLE FRAME AND COVER
(NOTE: 25-TA H20 TRAFFIC SUITABLE IN OFF
STREET LOCATIONS WHERE NOT SUBJECTED TO
HIGH DENSITY TRAFFIC)
UTILITY VAULT
NO. 25-TA
NON-SKID LID
62.5"
27"
30"
25-TA HANDHOLE W/OPEN BOTTOM
STANDARD DETAIL3TRENCH - SOFT SURFACE
STANDARD DETAIL
PROPOSED CONDUIT6"-12"
18"
18"
36"
EXISTING SOFT
SURFACE MAGNETIC LOCATOR TAPE
(ENTIRE TRENCH LENGTH)
BACKFILL COMPACTED TO
95% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
SURFACE RESTORATION
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION
2
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
DETAILS
4 13
SCALE:
NO
SCALE6"CONCRETE TRENCH DETAIL
STANDARD DETAIL
8" MIN CONCRETE (MATCH
EX IF GREATER
PANEL WIDTH PER PLAN
12" MIN.12" MIN
6" MIN COMPACT
MINERAL AGGREGATE
TYPE 2
COMPACTED
BACKFILL3' MIN.24"
12"
EX CONCRETE
SURFACE
ZONE OF INFLUENCE
1
6"CONCRETE TRENCH DETAIL
STANDARD DETAIL
8" MIN CONCRETE (MATCH
EX IF GREATER
PANEL WIDTH PER PLAN
12" MIN.12" MIN
6" MIN COMPACT
MINERAL AGGREGATE
TYPE 2
COMPACTED
BACKFILL3' MIN.24"
12"
EX CONCRETE
SURFACE
REPLACE EX CURB PER
STD PLAN 410C
ZONE OF INFLUENCE
4
MFP23003233
ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROW
PPPPPPPPP
S/WS/WS/WS/WS/WS/W
S/WS/W ROW
P ROWROW144
101
S 2ND ST
GGGGGGGGG
STA 12+00BOREPIT
BOREPIT
S S S S S S S S S SSSSEOPEOPEOP
S/WS/WS/W
P
P
PPPPPPPP5'SIDEWALK
LANDSCAPE
EOP EOP
S/W S/W S/W
EOP
EOP EOP EOP EOP EOP EOPSTA 11+50STA 12+50STA 12+72STA 13+50STA 13+00SIDEWALK
SIDEWALK CCCCCCCCCCCCC
W W W W W W W W W W
1
2
3
NEW MATCHLINESHEET 6SL
SL
SIDEWALK
LANDSCAPE
DRIVEWAY
DRIVEWAY
DRIVEWAY
551'
V
V
MH
MH
STA 13+365'
15'
11'
1'
22'
3'
2'
2'
4'
25'
26'
CONSTRUCTION NOTES:
UPGRADE EXISTING VAULT TO (1) NEW 25TA
VAULT
TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S)
AND PULL (2) MICRO FIBER(S) THROUGH
DRILL AND PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S)
SET (1) NEW 25TA VAULT(S) PER DETAIL #3
ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
1
2
3
4
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
CONSTRUCTION PLAN
5 13
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
SCALE:
0 10 20
N
S
EW
MFP23003233
S/WS/W
S/WS/WS/WS/WS/WS/W ROWEOPEOPROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROW
ROWROW
PPPPPPPPPPP
200
GGGGGGGGGGG
S 2ND ST
(551')LAKE AVE SP
P
P
P
P
P
P
P
P
P
S S S S S S S S S S SSSDDDMH
D
MH
EOP EOP EOP EOP EOP EOP
EOP EOP
EOP
S/WS/W
EOP EOP EOP EOP EOP
S/W S/W S/W S/W
STA 14+00STA 14+50STA 15+00STA 15+50STA 16+00SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALKCTT
T
C
C
C C
C C C C C C
C C C C C
C C
C C
C
T T T T T T T T
WWWWWW W W W W W W W W
3
LANDSCAPE
LANDSCAPE
MH MATCHLINESHEET 7MATCHLINESHEET 5SL
SLDRIVEWAY
DRIVEWAY
MHCBCBFH
M
V
V
M
FH
V
V
VV
V
STA 14+22STA 15+01STA 16+02STA 16+08STA 16+11STA 16+31LANDSCAPE
LANDSCAPE
STA 14+316'
15'
11'
1.2410
20'
2'
3'
7'
3'
7'
26'
25'
4'
CONSTRUCTION NOTES:
UPGRADE EXISTING VAULT TO (1) NEW 25TA
VAULT
TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S)
AND PULL (2) MICRO FIBER(S) THROUGH
DRILL AND PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S)
SET (1) NEW 25TA VAULT(S) PER DETAIL #3
ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
1
2
3
4
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
CONSTRUCTION PLAN
6 13
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
SCALE:
0 10 20
N
S
EW
MFP23003233
S/W
P
P
S/W
P
EOP
EOP
S/W
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
G
G
GS/W
EOP
S/W
S/W
G
G
G
G
G
EOP
EOP
EOP
EOP
EOP
S/W
S/W
S/W
S/W
S/W
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
S/W
S/W
S/W
S/W
S/W
P
P
P
P
P
P
GG
S 2ND ST
BOREPIT
349'5'BOREPIT
S S S S S S S S S S
P
P
P
P
P
P
P
P
P
P
EOP
EOP
EOP
EOP EOP
STA 16+50STA 17+00STA 17+50STA 18+00STA 18+50STA 19+00STA 18+22SIDEWALK
SIDEW
A
L
K
SIDEWALK
T T T
T
T
T
T
T
C
C C
C C C C C C C C C C C
C C
C C
C C
C
T
T
W W W W W
W
W
W
W
W
3
4
2
LANDSCAPE
PARKI
N
G
L
O
T
NEW MATCHLINESHEET 8MATCHLINESHEET 6SL
SL
DRIVEWAY
DRIVEWAY
(551')STA 18+35STA 18+955'
19'
8'
8'
8'
5'
4'
4'
10'
7'
28'
26'
4'
CONSTRUCTION NOTES:
UPGRADE EXISTING VAULT TO (1) NEW 25TA
VAULT
TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S)
AND PULL (2) MICRO FIBER(S) THROUGH
DRILL AND PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S)
SET (1) NEW 25TA VAULT(S) PER DETAIL #3
ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
1
2
3
4
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
CONSTRUCTION PLAN
7 13
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
SCALE:
0 10 20
N
S
EW
MFP23003233
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROWEOPEOPEOPEOPEOP
S/W S/W S/W S/W S/W S/W
EOP EOP EOP EOP EOP
ROWROWROWROWROW
EOPEOPEOPEOPEOP
ROW
ROW
ROW
ROW
ROW
315
G
G
EOP
S/W
S/W
EOP
EOP
EOP
EOPEOP EOP EOP EOP EOP
EOPEOP
EOP
S/WS/W
P
P
S/W S/W S/W S/W S/W S/WGGGGGG G
P P P P
S/W S/W S/W S/W S/W
P P P P P P
S 2ND ST
SIDEWALK
(349')
SL
P
P
P
P
P
P
S S S S S S S S
SS S S S S S
DDDD D D D D D D D
MH
MH
STA 19+00STA 19+50STA 20+00STA 20+50STA 21+00STA 21+50T
T
TTTTC
C
C
CCCC
C
C
CCCCCC C C C
C
C C
C C
C C
C C C
W
W
W W W W W W
WWW3MATCHLINE
SHEET 7MATCHLINESHEET 9SL DRIVEWAY
LANDSCAPE
LANDSCAPE
MH
MH
MH
MH
CB
V
VV
M
V
FH
V
V
2'
2'
3'STA 21+01STA 19+958'
5'
19'
16'
17'
21'
3'
6'
2'
39'
39'
SIDEWALK
CONSTRUCTION NOTES:
UPGRADE EXISTING VAULT TO (1) NEW 25TA
VAULT
TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S)
AND PULL (2) MICRO FIBER(S) THROUGH
DRILL AND PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S)
SET (1) NEW 25TA VAULT(S) PER DETAIL #3
ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
1
2
3
4
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
CONSTRUCTION PLAN
8 13
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
SCALE:
0 10 20
N
S
EW
MFP23003233
ROW ROW ROW ROW ROWEOPEOPEOPEOPEOP
S/W S/W S/W S/W S/W
EOP EOP EOP EOP
EOP EOP EOP
ROW ROW ROW ROWEOPEOPEOPEOP EOP
S/W S/W S/W S/W
ROWROWROW
PPPP
EOPEOPEOPEOP
ROWROWROWROW
EOPEOPEOPEOPEOPEOPEOPEOP
400
403321
EOP EOP EOP EOP
S/W S/W S/W S/W S/W S/W S/W S/W S/W S/WGGGGGGGGGGGPPPPPPPPPP P
S/W S/W S/W S/W
P P P P
SIDEWALK5'CAB
BOREPIT
S S S S S S S S S S S
D D D D D D D D D D
DD DDMH SSSTA 22+00STA 22+50STA 23+00STA 23+50STA 23+35STA 24+00SIDEWALK
LANDSCAPE
SIDEWALK
C C C C C C C C C C C
C C C C C C C C C C C
WWW W W W W
WWW W W W W
W
W W
2
3MATCHLINE
SHEET 8LANDSCAPE
LANDSCAPE
(349')
MH
CBCBCB
V
V
V
V
V
M
V
FHM
M
P P
3'
8'
4'
19'
16'
2'
16'
20'
2'
3'
3'
2'
39'
39'
CONSTRUCTION NOTES:
UPGRADE EXISTING VAULT TO (1) NEW 25TA
VAULT
TRENCH AND PLACE (2) 4" SCH80 CONDUIT(S)
AND PULL (2) MICRO FIBER(S) THROUGH
DRILL AND PLACE (2) 4" ROLLED DUCT SDR11
THROUGH AND PULL (2) MICRO FIBER(S)
SET (1) NEW 25TA VAULT(S) PER DETAIL #3
ON SHEET 4. PLACE (2) 4" ROLLED DUCT
SDR11 THROUGH AND PULL (2) MICRO
FIBER(S)
1
2
3
4
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
CONSTRUCTION PLAN
9 13
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
SCALE:
0 10 20
N
S
EW
MFP23003233
ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROW
S/WS/WS/WS/WS/WS/W
S/WS/W ROW ROWROW144
101
S 2ND ST
DRIVEWAY
DRIVEWAY
DRIVEWAY
STA 12+00EOPEOPEOP
S/WS/WS/W
SIDEWALK
LANDSCAPE
EOP EOP
EOP
EOP EOP EOP EOP EOP EOPSTA 11+50STA 12+50STA 12+72STA 13+50STA 13+00SIDEWALK
SIDEWALK CC1R
2RNEW
SL
SL
8'
5'
5'
1'
5'
V
V
MH
MH
STA 13+362'
RESTORATION NOTES:
RESTORE CONCRETE SIDEWALK PANELS PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE ASPHALT CONCRETE ROADWAY PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1R
2R
3R
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
RESTORATION PLAN
10 13
SCALE:
0 10 20
N
S
EW
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
MFP23003233
S/W
S/W
EOP
EOP
S/W
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
S/W
EOP
S/W
S/W
EOP
EOP
EOP
EOP
EOP
S/W
S/W
S/W
S/W
S/W
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
S/W
S/W
S/W
S/W
S/W
DRIVEWAY
DRIVEWAY
S 2ND ST
516'
708'
EOP
EOP
EOP
EOP EOP
STA 16+50STA 17+00STA 17+50STA 18+00STA 18+50STA 19+00STA 18+22SIDEWALK
SIDEW
A
L
K
SIDEWALK
1R
2R
LANDSCAPE
PARKI
N
G
L
O
T
NEW
SL
SL 8'
5'1'
5'
5'STA 18+35STA 18+952'
RESTORATION NOTES:
RESTORE CONCRETE SIDEWALK PANELS PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE ASPHALT CONCRETE ROADWAY PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1R
2R
3R
SCALE:
0 10 20
N
S
EW
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
RESTORATION PLAN
11 13
MFP23003233
ROW ROW ROW ROW ROWEOPEOPEOPEOPEOP
S/W S/W S/W S/W S/W
EOP EOP EOP EOP
EOP EOP EOP
ROW ROW ROW ROWEOPEOPEOPEOP EOP
S/W S/W S/W S/W
ROWROWROW
EOPEOPEOPEOP
ROWROWROWROW
EOPEOPEOPEOPEOPEOPEOPEOP
400
403321
EOP EOP EOP EOP
S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W
S/W S/W S/W S/W
LANDSCAPE
SIDEWALK
516'
CAB
LANDSCAPE
STA 22+00STA 22+50STA 23+00STA 23+50STA 23+35STA 24+00SIDEWALK
LANDSCAPE
SIDEWALK
SL
3R
2R
2'
3'
5'
5'
V
V
M
M
M
RESTORATION NOTES:
RESTORE CONCRETE SIDEWALK PANELS PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE ASPHALT CONCRETE ROADWAY PER
CITY OF RENTON'S SPECIFICATIONS.
RESTORE LANDSCAPE PER CITY OF RENTON'S
SPECIFICATIONS.
1R
2R
3R
SCALE:
0 10 20
N
S
EW
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
RAINER AVE S & S 2ND ST
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
RESTORATION PLAN
12 13
MFP23003233
25TA 25TA
1 UPGRADE TO NEW 25TA VAULT - TRENCH AND PLACE
ROAD NAME - S 2ND ST 2 PLACE NEW 25TA
ROAD NAME - S 2ND ST
3 TRENCH AND PLACE (2) 4" CONDUITS
ROAD NAME - S 2ND ST5'5'5'
(551')
349'
551'
SCALE:
NO
SCALE
N
S
EW
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000202624HEALTHPOINT200 S 2ND STRENTON WA 98057METRO-E RETAIL17-050
5/30/23
SS
HAYLEY W
SITE PHOTOS
13 13
MFP23003233