HomeMy WebLinkAboutMFP21001448.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21001448
IVR Number: 21001448
Permit Information
Permit Name: Century Link Permits
Address/Location:03/26/2021Application Date:7227801315Parcel Number: 2650 NE 10TH ST
Permit Type:04/19/2021Issue Date:Franchise
Permit Work Class:04/19/2022Expiration Date:Minor Utility
Job Number: N.814428Franchise Type:Telephone
Description: Century Link/Lumen to transfer facilities to new PSE pole, remove old Lumen pole, place new HH, and trench 45'
across Glenwood Ave NE. Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Dena Overaa
QWEST / Century Link
23315 66th Ave S
KENT, WA 98032
B: (206) 345-0173
C: (425) 247-6248
Applicant
Austin Sweeney
Century Link
Applicant
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Michael Smith
Dycom Industries dba North Sky
11818 SE Mill Plain Blvd, SUITE 410
Vancouver, WA 98684
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 7850 S TRAFTON St
TACOMA, WA 98409
Specialized
Billing
X
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 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.
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
QWEST corp d/b/a CenturyLink QC
Austin Sweeney
253 766 7549
Austin.sweeney@centurylink.com
Northsky Communications 425 615 7121
NORTHSC857Q4 BL.028638
N.814428
1075 Harrington Ave NE
CenturyLink/Lumen to transfer facilities to new PSE pole, remove old Lumen pole, place new HH, and
trench approx. 45' across Glenwood Ave NE.
X XX X
X 45
3/26/2021Austin Sweeney
X
8 AM 3:30 PM
CHANGES TO
8AM-3:30PM WORK
HOURS SHALL BE
APPROVED BY THE
INSPECTOR
Blake Costa 1/14/21approved as noted
CHANGES TO
7AM-3:30PM WORK
TIME SHALL BE
APPROVED BY THE
INSPECTOR
7AM
Page 1 of 1
DETOURM4-8
M6-3
M4-8
M6-3
DETOURM4-8
M6-3
M4-8
M6-3
DETOUR
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURSPHASE OF WORK: ROAD CLOSURE
TRAFFIC CONTROL PLAN
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB NHOURS OF TCP: 8AM-5PM24 HR CONTACT:WILL HENNESSEYWILL@WAECOCONSTRUCTION.COM425-200-7352JOB NUMBER: 21095-1JOB ADDRESS: 1058 GLENWOOD AVE NEDESCRIPTION: ROAD CLOSURE DUE TOCONSTRUCTION IN ROADWAY.
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA+
ROAD CLOSED
TO
THRU TRAFFIC
R11-4
B/W
SUNSET LN NEGLENWOOD AVE NE
HARRINGTON AVE NE NE 10TH STDETOURM4-8
M6-3
ROAD
CLOSED
R11-2 B/W
R11-2 B/W
ROAD
CLOSED
1174 1170 1162117711671161
1159 1157 11311155 1133 1125 1123 1065
CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTION
113011321140114611481154
1157 1145 1143 1137 1135 1129 1127 1081
1100
11001124
ROAD CLOSURE SHALL NOT EXCEED
24 HOURS OR ELSE CITY COUNCIL
APPROVAL SHALL BE REQUIRED.
STEEL PLATES AND APPROPRIATE
WARNING SIGNS SHALL BE USED
OUTSIDE OF WORK HOURS.
SIDEWALK ACCESS SHALL BE
MAINTAINED OR PEDESTRIANS SHALL
BE ASSISTED AROUND WORK ZONE
OR THROUGH WORK ZONE DURING
WORK HOURS. IF PEDESTRIAN IS
ASSISTED THROUGH WORK ZONE,
WORK SHALL PAUSE WHILE
PEDESTRIAN IS ASSISTED THROUGH
WORK ZONE.
USE TYPE 3 BARRICADES
AND PLACE ROAD CLOSED
SIGN ON A BARRICADE
USE TYPE 3 BARRICADES
AND PLACE ROAD CLOSED
SIGN ON A BARRICADE
USE TYPE 3 BARRICADES
AND PLACE SIGN ON A
BARRICADE
Page 1 of 1
DETOURM4-8
M6-3
M4-8
M6-3
DETOURM4-8
M6-3
M4-8
M6-3
DETOUR
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURSPHASE OF WORK: ROAD CLOSURE
TRAFFIC CONTROL PLAN
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB NHOURS OF TCP: 8AM-5PM24 HR CONTACT:WILL HENNESSEYWILL@WAECOCONSTRUCTION.COM425-200-7352JOB NUMBER: 21095-1JOB ADDRESS: 1058 GLENWOOD AVE NEDESCRIPTION: ROAD CLOSURE DUE TOCONSTRUCTION IN ROADWAY.
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA+
ROAD CLOSED
TO
THRU TRAFFIC
R11-4
B/W
SUNSET LN NEGLENWOOD AVE NE
HARRINGTON AVE NE NE 10TH STDETOURM4-8
M6-3
ROAD
CLOSED
R11-2 B/W
R11-2 B/W
ROAD
CLOSED
1174 1170 11621177116711611159 1157 11311155 1133 1125 1123 1065
CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTION
113011321140114611481154
1157 1145 1143 1137 1135 1129 1127 1081
1100
11001124
GLENNWOOD AVE NESUNSET LN NE
PUBLIC ALLEY
FEED PRI11#2ACSR#2ACSRABCN
1130
TO BE RELOCATED
SW#:T83987
FUSE @ 100T
NEW
1123
1131
FUT: 1-4"
"A"
"B"
16'
NEW
45'
1" = 20'
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
R. BLACKIE 253.395.6850 07.22.20
A.M. PAULSEN 206.437.9150 07.22.20
...
A.M. PAULSEN 206.437.9150 07.22.20
REDT # ( RW-118748 )CITY OF RENTON
SUNSET OAKS
SCHEDULE 73 OH-UG CONVERSION
1073 HARRINGTON AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101128849
NOTED 3 OF 4
KING N/A N/A QCSOKE
09NW-T23N-R05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206 346.0144
RIGHT OF WAY
VALERIE CONNELL
425.462.3518
.
.
.
SITE PLAN
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PRE-11
5.23.19
188 197 230
0 0 0
188 197 230
...
...
...
CIRCUIT FEET REMOVED: 230'
CIRCUIT FEET ADDED: 445'
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
DEVELOPER TO COORDINATE WITH PSEPROJECT MANGER & SERVICE PROVIDERPRIOR TO EXCAVATING WITHIN 3' OFLOCATE MARKS OF PSE ENERGIZED
FACILITIES 101128849SITE NOTES
AT P01 (318579-166656) 1959 45'- CL 3
TRANSFER EX. 25kVA OH TRANSFORMER TO P1A
TRANSFER "1123" EX. OH SVC TPX TO P1A
TRANSFER "1130" EX. OH SVC TPX TO P1A
TRANSFER "1131" EX. OH SVC TPX TO P1A
REMOVE EX. POLE AND ALL PSE FACILITIES
COORDINATE EX. ST.LIGHT SLAT 3153 REMOVAL/TRANSFER WITH POLE SVC.
INSTALL E-MARKER E01 IN SPARE 2" CONDUIT END AT BASE
AT P1A (NEW)
INSTALL 45' CL3 POLE (DEVELOPER TO STAKE) (PD453) 6010.1000
INSTALL 3Ø PRIMARY NEUTRAL DEADEND (DEP312) 6033.3040
INSTALL 3Ø TERM (TSU3L1F) 6043.1001
INSTALL STIRRUP (MID: 2254100) 6099.9999
INSTALL "H" CONNECTOR (MID: 2167000)
INSTALL (3) 100T FUSES (MID: 3412700)
INSTALL SWITCH NUMBER T83987
INSTALL 4” PRIMARY RISER ON NEW STAND OFF BRACKET (RIS4CSS) 6042.1000
INSTALL 7/16" PRIMARY NEUTRAL DOWN GUY (GYD7SAN) 6013.0100 (S)
INSTALL 10" SINGLE HELIX ANCHOR (ANDH1) 6012.1000 ± 17 FT LEAD (S)
INSTALL NEW GRID (318583-166654)
AT P02 (318560-166652) 2017 45'- CL3
REMOVE EX. DOWN GUY AND ANCHOR
AT J01 (NEW) (318579-166654)
INSTALL JBOX15L
ALL OTHER ITEMS RELATIVE TO JB0X15L TO BE INSTALLED WITH PLAT
AT J02 (EXISTING) (318557-166662)
INSTALL 3Ø 1/0 AL JKT USING ELB10J
SPAN NOTES
P1A TO P01
REMOVE ± 435' #2 ACSR OH PRIMARY WIRE; REMOVED ( ') #2 ACSR
P01 TO P02
REMOVE ± 840' #2 ACSR OH PRIMARY WIRE; REMOVED ( ') #2 ACSR
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
REMARKS
SITE
#
POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER (ADDITIONAL INFORMATION)GRID # HEIGHT CLASS YEAR TOPPED RMVD
P01 318579-166656 45 CL3 1959 SLAT3153 CENTURYLINK, COMCAST
POLE TABLE (NEW)
Site#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P1A 318583-166654 45 3 2020 PSE Equip #
CROSSING CONDUIT TABLE
X-ING#
LOCATION POWER
XINGLENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY
X01 "A" "B" 4 SCH 80 2 25 PRIMARY
4" SCH 80 PVC = 50 FT 4" PVC PLUG /CAPS = 4
NOT TO SCALE
ANCHOR DETAIL - SINGLE HELIX
6" to 12"Under Normal
Conditions
40" Min for Single Helix
65" Min for Triple Helix
TYPICAL AUGERED WORK SITE - 0150.3200
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
NOT TO SCALE
TYPICAL POLE WITH RISER DETAIL
Schedule 80 Bend
Ground Line
10' (Overall)Schedule 80Conduit8'Min.
20'DB 120Conduit
36" Primary24" Secondary
Note: Schedule 80 conduit shallextend a minimum of 8' aboveand 12" below ground line.
Ground Line
Common Neutral
6" Minimum above common neutral.even with the common neutral for secondary.
12
13
10
11
3
5"Min.
5
6 7
1
4
2
CL
ClimbingSpace
ClimbingSpace
Direction of Vehicular Traffic
5" Min.
Conduit
Conduit Clamp
Standoff Bracket15" Min Length
Field FaceQuadrantRoad FaceQuadrant
PLACE PEA GRAVEL
BAGS (MID 9995892)
FOR SEDIMENT TRAP
PLACE STRAW MULCH
ON DISTURBED AREA
AUGERED HOLE
POLE
DITCH OR SENSITIVE AREA
Cables should enter the vault so that all ofthe cables will lay in the same direction.
Top View, 12 kV Cable Routing
24" MinSeparation
Telephone 2-4"Cable TV 2-4"Primary Power 4"Gas
12" MinSeparation
NOTE: Install 12" shading
if the backfill contains rocksgreater than 10" dia.
48"
Max
36"
Min
Cover
24" MinFinal Grade
ROADSIDE
Excavated Dirt Pile
NOT TO SCALE
TRENCH EXCAVATION DETAIL
12"
48" Typical
(Power, Gas, andCommunications)
Over Power Conduits6" Min Sand Cover
4"
(When Present)
(When Present)
J- BOX CABLE ENTRY DETAIL
NOT TO SCALE 12kV CABLE ROUTING
CLEAR WORKING SPACE FOR VAULTS
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
4'-0"
1'-0"
5'-8"
8"
7'-0"
Tubes for 1"adjustable bolts ( 4)
Cover2,490 lbs
Top Section1,835 lbs
Base4,760 lbs
4'-8"
(2) 3' SquareAnti-Skid Doors
SIDE VIEW
TOP VIEW
9'-0"
11'-0"
2"
6'-0"6"CrushedRock
VAULT & EXCAVATION DETAIL - J01
Excavation - 24 cubic yards
NOT TO SCALE
4"
New pole at site:
Grid Number:kVA Rating:
Foreman to redline the following information
TRANSFORMER TRANSFER
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P1A318583-16665425kVA
Removed at site:Grid Number:kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P01318579-16665625kVA
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
253.234.6558 8/19/20
NO.DATE REMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA. ... ... ... ... ... ... ..12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDScoterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC
DEVELOPMENT ENGINEERINGMSippo 06/16/2020