HomeMy WebLinkAboutMFP23003514.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23003514
IVR Number: 23003514
Permit Information
Permit Name: Century Link Permits
Address/Location:07/05/2023Application Date:0723059007Parcel Number: 616 W PERIMETER RD
Permit Type:07/06/2023Issue Date:Franchise
Permit Work Class:07/05/2024Expiration Date:Minor Utility
Job Number: P.057905Franchise Type:Telephone
Description: Lumen to remove existing 3048 HH and replace with new 264 TA HH, install new conduit from new HH to pole
A1366495, open trench approx. 120' from new 264 TA HH to pole A1366494, place new riser up pole and splice, and
remove existing aerial between poles. Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549ApplicantX
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
Applicant
Stephen Neumann
Fibe Solutions
604 W Meeker St., Suite 103
KENT, WA 98032
C: (425) 753-1916Applicant
Jesse Patjens
CenturyLink / Lumen
23315 66th Ave S
Kent, WA 98032
Contact
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Contact
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Michael Smith
North Sky Communications
21320 84th Ave S
Kent, WA 98032
C: (206) 305-5881Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
QWest/Century Link - Billing 23315 66th Ave S
Kent, WA 98032
Specialized
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
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].”
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
Tawnya Longfellow
22517 88th ave S Kent/WA 98031
Project Name: P.057905 Permit #:
Site Address: 616 W Perimeter Road
Work Date: From _____________ To _____________ Work Time: Start ______________ End______________
Construction Company: Northsky Communications
Lumen to remove existing 3048 HH and replace with new 264-TA HH, install new conduit
from new HH to pole A1366495, open trench approx. 120' from new 264-TA HH to pole
A1366494, place new riser up pole and splice, and remove existing aerial between poles.
08/05/2023 11/05/2023
Scott Warlick CED 7/6/2023
MFP23003514
Monday - Friday 8:00AM - 3:00PM
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)
Austin Sweeney
Austin Sweeney 7/5/2023
MFP23003514
MFP23003514
MFP23003514
MFP23003514
1
2 3
4
5 6
7
RAINIER AVE S
TPN: 0723059007
616 W PERIMETER RD
WEST PERIMETER ROAD
CONCRETE REMOVAL
STABILIZED CONSTRUCTION ENTRANCE
STRAW WATTLES
ASPHALT REMOVAL
SILT FENCE AND HIGH VISIBILITY FENCE
SILT AND HIGH-VISIBLITY FENCE
POINT TABLE
POINT NO.
1
2
3
4
5
6
7
NORTHING
182303.62
182294.71
182321.64
182364.44
182401.30
182477.75
182483.25
EASTING
1298174.71
1298129.62
1298124.43
1298131.75
1298123.70
1298113.14
1298139.01
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:EXISTING SITE, TESC, ANDDEMOLITION PLANCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECTCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECT001/20/23 ISSUED FOR BIDDINGLJB RJF
EXISTING SITE, TESC, AND DEMOLITION PLAN
EXISTING WEST HILL
BOOSTER PUMP STATION
OUTLINE OF PROPOSED
CONCRETE PAD AND EG SHELTER
PRV STATION 52 - WH495
ZONE TO KD 320 ZONE
PRV STATION 54 - KD320
ZONE TO VLY196 ZONE
VLY 196ZONE
WH 495ZONE
KD 320ZONE
KD 320ZONE
WH 495ZONE
VLY 196ZONE
LJBRJFJan 20, 2023Jan 20, 2023REN21-0234WHBPS-D-C01.DWGSHOWN
C01 3 32
1
1
ABANDONED SANITARY
SEWER FORCE MAIN
RECOMMENDED TESC
SEQUENCE
1. CLEARING AND GRADING LIMITS FLAGGING WITH HIGH
VISIBILITY FENCING.
2. INSTALL SILT FENCE PER COR STD PLAN 214.0
3. INSTALL CATCH BASIN INSERT AS DIRECTED BY THE ENGINEER
PER COR STD PLAN 216.3
4. GRADE AND INSTALL STABILIZED CONSTRUCTION ENTRANCE
PER COR STD PLAN 215.10 AND DWG NO. C02.
5. INSTALL STRAW WADDLE PER COR STD PLAN 213.40
6. PRIOR TO VERTICAL CUT, INSTALL BLANKETS AND NETS PER
COR STD PLAN 213.20
7. MAINTAIN EROSION CONTROL MEASURES, RELOCATE EROSION
CONTROL MEASURES, OR INSTALL NEW MEASURES AS SITE
CONDITIONS CHANGE OR AS DIRECTED BY THE ENGINEER SO
THAT THE EROSION AND SEDIMENT CONTROL AND POLLUTION
PREVENTION ARE ALWAYS IN ACCORDANCE WITH THE CITY'S
STANDARDS AND REQUIREMENTS.
8. COVER ALL AREAS THAT WILL BE UNWORKED MORE THAN 7
DAYS DURING DRY SEASON OR 2 DAYS DURING WET SEASON
WITH STRAW, WOOD FIBER, MULCH, COMPOST, OR
EQUIVALENT.
9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7
DAYS.
10. SEED ANY AREAS THAT REMAIN UNWORKED FOR MORE THAN
30 DAYS.
11. WEST PERIMETER ROAD AND EXISTING DRIVEWAY MUST BE
CLEANED ONCE PER DAY OR AS DIRECTED BY THE ENGINEER.
12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS
MUST BE STABILIZED. ONCE STABILIZED, ALL BEST
MANAGEMENT PRACTICES MUST BE REMOVED.
DEMO AND TESC LEGEND
2
2INSTALL SILT FENCE AND HIGH VISIBILITY FENCE
INSTALL EROSION CONTROL BLANKETS OR NETS
OVERHEAD COMMUNICATION LINE TO BE RELOCATED
UNDERGROUND, SEE DWG NO. E03 FOR MORE INFORMATION
REMOVE CONCRETE CURB
REMOVE ASPHALT PER COR STD PLAN 103
CONSTRUCTION NOTES
REMOVE CONCRETE DRIVEWAY TO NEAREST WHOLE PANEL
PROTECT EXISTING COMMUNICATION JUNCTION BOX
PROTECT OR AUGMENT THE EXISTING FACILITY FENCING
AND GATE POSTS AS NECESSARY FOR CONSTRUCTION
ACTIVITIES AND DAILY SECURITY.
REMOVE CONCRETE WALL AS NECESSARY TO CONSTRUCT
IMPROVEMENTS, SEE PHOTO 2
EXISTING TRANSFORMER PAD TO REMAIN. EXISTING
TRANSFORMER TO BE REMOVED AND REPLACED WITH NEW
TRANSFORMER INSTALLED BY PSE, SEE ELECTRICAL SITE
PLAN ON DWG NO. E03 FOR MORE INFORMATION.
SECURE EXCAVATION/TRENCHES NIGHTLY IF NOT WITHIN
CONSTRUCTION FENCING
INSTALL STRAW WADDLES ALONG WEST SIDE OF
CONSTRUCTION ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE PER COR STD
PLAN 215.10
BEGIN CONCRETE CURB AND GUTTER REMOVAL
APPROX. LOCATION:
N: 182306.29
E: 1298174.18
END CONCRETE CURB AND GUTTER REMOVAL
APPROX. LOCATION:
N: 182398.85
E: 1298156.32
END CONCRETE REMOVAL
AT PANEL EDGE
REMOVE CONCRETE CURB AND GUTTER PER COR
STD PLAN 103
EXISTING TREE TO BE REMOVED
OUTLINE OF PROPOSED EG
APPROX. CONCRETE PAD
AND EG SHELTER EXTENTS
DO NOT DISTURB EXISTING LANDMARK TREE. PROVIDE
ANY/ALL PROTECTIVE MEASURES NECESSARY TO AVOID ANY
DISTURBANCE TO TREE. ANY DAMAGE CAUSED BY THE
CONTRACTOR SHALL BE EVALUATED BY A CERTIFIED
ARBORIST AND ANY SUBSEQUENT MITIGATION MEASURES
RECOMMENDED SHALL BE AT THE SOLE EXPENSE OF THE
CONTRACTOR.
PROTECT EXISTING TREE3.56Extend new conduit to
pole # 204 (A1366494)
Build new riser at pole
Splice new to existing
Open trench (2) 4" Schd 40 PVC @ 4.5' minimum depth
Approx. 118ft
Place new ANMW-200 in new conduit
Maintain min 4ft separation from storm
Remove aerial cable after
cut over
Remove existing 3048 HH
& Replace with new 264-TA
Install additional (1) 4"
PVC from vault to pole
PROJECT MANAGER: FRED ASTON Fred.A.Aston@Lumen.com
(863) 258-3261 Mobile
This work appears to be on private property and may
require additional approval from the property owner.
MFP23003514
RAINIER AVE S
TPN: 0723059007
616 W PERIMETER RD
WEST PERIMETER ROAD
000
700
BP: 0+00.00
N: 182319.33
E: 1298103.85
EP: 0+70.00
N: 182333.10
E: 1298172.48
40
45
3941424344
282726251:2.51:11:1
1:1
2:1CONSTRUCTION SITE SECTION
10'
20'
30'
40'
50'
60'
10'
20'
30'
40'
50'
60'
0+00 0+70
LJBRJFJan 20, 2023Jan 20, 2023REN21-0234WHBPS-D-C02.DWGSHOWN
C02 4 32
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:CONSTRUCTION GRADING PLANAND SECTIONCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECTCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECT001/20/23 ISSUED FOR BIDDINGLJB RJF
CONSTRUCTION GRADING SITE PLAN
CAST IN-PLACE CONCRETE
RETAINING WALL, SEE DWG NO. S01
FOR ADDITIONAL INFORMATION
EXISTING CONCRETE
OUTLINE OF ROOF
OVERHANG
APPROXIMATE
CONSTRUCTION GRADE
EXISTING GRADE PROPOSED
GENERATOR
STRUCTURE
PROPOSED
GENERATOR
EXISTING WEST HILL
BOOSTER PUMP STATION
CONSTRUCTION GRADING NOTES
STABILIZED
CONSTRUCTION
ENTRANCE
SEE ENGINEERING GEOLOGY EVALUATION MEMO WITHIN PROJECT SPECIFICATIONS FOR
ADDITIONAL INFORMATION REGARDING INVESTIGATIONS, FINDINGS, AND RECOMMENDATIONS.
SLOPES AND SHORING
·EXCAVATIONS INTO NATIVE SOILS ARE LIKELY TO TEMPORARILY HOLD VERTICAL SLOPES.
·IF LOOSE, UNCOMPACTED FILL SOIL IS ENCOUNTERED IN THE RETAINING WALL
EXCAVATION, SHORING MAY BE REQUIRED TO SUPPORT PORTIONS OF THE EXCAVATION TO
PROTECT WORKERS AND TO SUPPORT SLOPES.
·ALL EXCAVATIONS SHOULD COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION SAFETY REQUIREMENTS.
·ALL EXCAVATED SLOPES SHOULD BE REVIEWED PERIODICALLY FOR STABILITY, INCLUDING
REVIEW OF THE TOP OF THE SLOPE FOR TENSION CRACKS, AND THE SIDEWALLS AND
FLOORS FOR EVIDENCE OF SEEPAGE OR SATURATED SOIL CONDITIONS.
·THE NATIVE SOIL IS MODERATELY ERODIBLE. ALL TEMPORARY SLOPES IN NATIVE MATERIAL
SHOULD BE PROTECTED FROM EROSION DURING PRECIPITATION EVENTS BY PLASTIC
SHEETING OR OTHER TECHNIQUES THAT PREVENT RAIN SPLASH EROSION AND RILLING.
·THE MAXIMUM TEMPORARY SLOPE IN THE NATIVE SOIL MAY BE CUT CLOSE TO VERTICAL,
AND THE PERMANENT SLOPE CONSTRUCTED IN THE NATIVE SOIL SHOULD BE NO STEEPER
THAN 1H:1V.
·DURING PROJECT CONSTRUCTION, THE CITY WILL HIRE A LICENSED ENGINEERING
GEOLOGIST (LEG) OR PROFESSIONAL ENGINEER WITH GEOTECHNICAL EXPERIENCE (PEG)
TO INSPECT THE EXCAVATIONS TO CONFIRM WHETHER THE EARTH EXPOSED DURING
EXCAVATION IS CONSISTENT WITH THE PROJECT TECHNICAL MEMORANDUM AND
FAVORABLE FOR PROCEEDING WITH THE PROJECT AS PLANNED.
·DRY SEASON CONSTRUCTION IS RECOMMENDED PER THE ENGINEERING GEOLOGY
EVALUATION MEMO.
EXISTING BOX CULVERT/STORM DRAINAGE
SYSTEM, DO NOT DISTURB. CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS AND
IMPLEMENT A UTILITY PROTECTION PLAN TO
ENSURE NO DAMAGE IS SUSTAINED.
STRAW WADDLES
TOE OF EXCAVATION:
25.00'3.5 ftExtend new conduit to
pole # 204 (A1366494)
Build new riser at pole
Splice new to existing
Open trench (2) 4" Schd 40 PVC @ 4.5' minimum depth
Approx. 118ft
Place new ANMW-200 in new conduit
Maintain min 4ft separation from storm
Remove aerial cable after
cut over
Remove existing 3048 HH
& Replace with new 264-TA
Install additional (1) 4"
PVC from vault to pole
13.9 ftMFP23003514
RAINIER AVE S
WEST PERIMETER ROAD
000
700
31
302930
28
29
31
32
33
1:
1
3:11
2 3
4
5
7
8
19
20
6
21
24
25
26
27
28 29 30 31 32
23
9
11 12 13
17
18
10
16
15
14
22
SITE SECTION
25'
30'
40'
50'
25'
30'
40'
50'
0+00 0+70
55'55'
ACCESS ROAD POINT TABLE
POINT NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
NORTHING
182303.66
182306.10
182396.21
182398.65
182396.98
182396.68
182401.01
182400.36
182417.62
182418.69
182422.84
182423.17
182441.72
182438.74
182438.16
182436.37
182440.35
182439.16
182419.84
182392.32
EASTING
1298173.68
1298173.21
1298155.81
1298155.34
1298155.11
1298153.54
1298153.12
1298148.82
1298145.63
1298149.85
1298148.57
1298150.14
1298146.50
1298142.08
1298142.32
1298132.57
1298131.66
1298125.56
1298129.11
1298136.67
DESCRIPTION
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CENTER OF RADIUS
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CENTER OF RADIUS
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
ELEV.
27.50
27.02
27.49
28.00
27.50
27.53
27.48
27.66
27.75
26.97
27.55
26.97
28.07
28.18
27.66
27.47
27.50
27.50
27.31
27.53
N/A
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
BOLLARD POINT TABLE
POINT NO.
28
29
30
31
32
NORTHING
182321.93
182325.85
182329.78
182333.70
182337.62
EASTING
1298157.47
1298156.68
1298155.90
1298155.11
1298154.32
DESCRIPTION
REMOVABLE BOLLARD
REMOVABLE BOLLARD
REMOVABLE BOLLARD
REMOVABLE BOLLARD
REMOVABLE BOLLARD
N/A
MATCH EXISTING
ACCESS ROAD POINT TABLE
POINT NO.
21
22
23
24
25
26
27
NORTHING
182381.35
182343.19
182316.07
182313.70
182316.46
182305.61
182306.01
EASTING
1298144.78
1298152.44
1298157.88
1298158.36
1298168.99
1298170.71
1298172.67
DESCRIPTION
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CENTER OF RADIUS
EDGE OF PAVEMENT
EDGE OF PAVEMENT
ELEV.
27.70
27.52
27.31
27.29
27.05
26.97
26.93
N/A
MATCH EXISTING
LJBRJFJan 20, 2023Jan 20, 2023REN21-0234WHBPS-D-C04.DWGSHOWN
C03 5 32
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:PROPOSED SITE AND FINAL GRADINGPLANCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECTCITY OF RENTONWEST HILL BOOSTER PUMP STATIONIMPROVEMENTS PROJECT001/20/23 ISSUED FOR BIDDINGLJB RJF
PROPOSED SITE PLAN
EG AND
FUEL TANK
CONCRETE SLAB
NOMINAL EL: 27.67'
OUTLINE OF ROOF OVERHANG
EXISTING GRADE
FINAL GRADE
PROPOSED
GENERATOR
STRUCTURE
PROPOSED
GENERATOR
N: 182312.66E: 1298140.89
TOP OF WALL EL: 33.33'
FINAL GRADE EL: 32.33'
N: 182339.78
E: 1298135.45
TOP OF WALL EL: 33.33'
FINAL GRADE EL: 32.33'
92' DEPRESSED CURB
PER COR STD PLAN 101
13.5'
EXISTING WEST HILL
BOOSTER PUMP STATION
R11.0'
R4.3'
01
GRADE TO NOMINAL EL: 28.5'
2" MULCH COVER, PROVIDE MIN. 6'
CLEAR SPACE IN FRONT OF
ELECTRICAL EQUIPMENT.
33.33'
32.33'
TOP OF WALL
TOP OF FINISHED
GRADE AT WALL
TRANSFORMER WORK SPACE
AREA PER PSE
3
13
ASPHALT DRIVEWAY
RESTORE CONCRETE GUTTER AND ASPHALT PER COR STD
PLAN 103
EXPANSION JOINT ALONG ALL CONCRETE-ASPHALT
CONNECTIONS PER COR STD PLAN
KEY NOTES
CONCRETE FILLED STEEL REMOVABLE BOLLARDS,
TYP. OF 5. APPROX. 4 FEET SPACING BETWEEN
EACH BOLLARD
CHAIN LINK FENCE
CAST IN-PLACE CONCRETE RETAINING WALL PER DWG NO. S01
EG SHELTER TO BE SUPPORTED ON RETAINING WALL,
SEE STRUCTURAL DRAWINGS FOR DETAILS
CONCRETE STEP
RESTORE FENCE IF DISTURBED BY CONSTRUCTION ACTIVITIES
TO EXISTING OR BETTER CONDITIONS
REMOVE AND REPLACE EXISTING CHAIN LINK FENCE WITH
BARBED WIRE TO MATCH EXISTING FENCE, SEE DWG NO.
E03 FOR REQUIRED TRANSFORMER WORK SPACE AREA
SEE DWG NO. E03 FOR ADDITIONAL
FIBER OPTIC INFORMATION
CONCRETE TRAFFIC CURB TO MATCH EXISTING GROUND
LEVEL BEHIND NEW CONCRETE TRAFFIC CURB PER COR
STD PLAN 101 (TYP.), SEE POINT TABLE FOR FACE OF CURB
TOP OF ROADWAY ELEVATION
MAN ACCESS GATE
PROPOSED ASPHALT DRIVEWAY SECTION
MIN. 4" COMPACTED DEPTH HMA CL.12", PG64-22 COMPACTED IN TWO LIFTS.
6" COMPACTED DEPTH CRUSHED SURFACING TOP
COURSE COMPACTED TO 95% MODIFIED PROCTOR
COMPACTED AND PROOF ROLLED
NATIVE SUBGRADE
01
2% MIN.
R4.3'
CEMENT CONCRETE TRAFFIC
CURB PER COR STD PLAN 101
DEPRESSED CURB PER
COR STD PLAN 101
1
MIN. 2"
6" PERFORATED PIPE WITH GEOTEXTILE FABRIC PER DWG
NO. S01, TRANSITION DRAINAGE PIPE TO 3" AS
NECESSARY TO CAST THROUGH THE CONCRETE TRAFFIC
CURB. DAYLIGHT AT CURB FACE AND SHEET FLOW
ACROSS DRIVEWAY
11
CONTRACTOR TO VERIFY EXISTING DEPTH OF WATER AND
FIBER OPTIC LINE PRIOR TO POWER AND TELEMETRY CONDUIT
INSTALLATIONS
8
RESTORE ALL DISTURBED UNPAVED AREAS WITH SOD OR
HYDROSEED
3" PERFORATED DRAIN LINE
ROUTED PER PLAN, PROVIDE
SCREENED OUTLET. TYP. OF 2
PRESSURE WASH INTERIOR AND EXTERIOR OF FACILITY AND
RECOAT IN ACCORDANCE WITH THE SPECIFICATIONS3.5 ftExtend new conduit to
pole # 204 (A1366494)
Build new riser at pole
Splice new to existing
Open trench (2) 4" Schd 40 PVC @ 4.5' minimum depth
Approx. 118ft
Place new ANMW-200 in new conduit
Maintain min 4ft separation from storm
Remove aerial cable after
cut over
aer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-tel
Remove existing 3048 HH
& Replace with new 264-TA
Install additional (1) 4"
PVC from vault to pole
13.9 ft13.9 ft4.5 ftMFP23003514
REVDESCRIPTIONBYDATESTRUCTURAL NOTESGENERAL NOTESAPPROVEDKS02/16/2023MFP23003514