HomeMy WebLinkAboutPermit L93-0038 - W&H PACIFIC / LARSEN MARK - SHORELINE SUBSTANTIAL DEVELOPMENTl93-0038 south 115th street south 116th street
ELECTRIC LIGHTWAVES SHORELINE SUBSTANTIAL DEVELOPMENT
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STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
P.O. Box 47600 • Olympia, Washington 98504 -7600 • (206) 407 -6000 • TDD Only (Hearing Impaired) (206) 407 -6006
April 27, 1994
Mr. Mark Larsen
W&H Pacific for Electric Lightwave
Post Office Box C -97304
Bellevue, WA 98009 -9304
Dear Mr. Larsen:
Re:
City of Tukwila Permit #L93 -0038
Electric Lightwave Inc via W&H Pacific - Applicant
Shoreline Substantial Development Permit #1994 -15502
The subject Shoreline Management Substantial Development permit has been
filed with this office by the City of Tukwila on April 11, 1994.
If this permit is not appealed to the Shorelines Hearings Board on or
before May 11, 1994, authorized construction may begin. Other federal,
state, and local laws regulating such construction shall be complied
with. Unless an appeal is filed, this letter constitutes final
notification of action on this permit.
•
K -Y Su
Permit Coordinator
Shorelands and Coastal Zone
Management Program
KYS :pz
RECSDP.WP
cc: Rick Beeler,' City of Tukwila
RECEIVED
MAY 0 31994
COMMUNITY
DEVELOPMENT
Shoreline Management Act of 1971
PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT
File Number: L93 -0038
Status: PENDING
Applied: 05/13/1993
Approved: 04/08/1994
Expiration: 04/08/1999
Pursuant to RCW 90.58, a permit is hereby granted to:
W &H PACIFIC, LARSEN, MARK
to undertake the following development:
INSTALLATION OF TWO 4 -INCH FIBER OPTIC CABLE
CONDUIT ALONG WEST SIDE OF EAST MARGINAL WAY SOUTH
BRIDGE STRUCTURE. INCLUDES UNDERGROUND BORING FOR
CONDUIT ON EITHER SIDE OF DUWAMISH RIVER VIA TWO
PROPOSED MANHOLES. CONDUIT WILL DAYLIGHT AT EACH
BRIDGE ABUTMENT ALONG RIVERBANK, AND WILL BE
ATTACHED DIRECTLY TO BRIDGE GIRDERS ACROSS
DUWAMISH RIVER.
upon the following property:
Address:
Parcel No:
Sec /Twn /Rnge: NE 10 TWN 23 R 3E
THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER
AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE
SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT.
The following master program provisions are applicable to this development:
KING COUNTY
Development pursuant to this permit shall be undertaken pursuant to the
attached terms and conditions.
This permit is granted pursuant to the Shoreline Management Act of 1971 an
nothing in this permit shall excuse the applicant from compliance with any
other Federal, State or local statutes, ordinances or regulations
applicable to this project, but not inconsistent with the Shoreline
Management Act(Chapter 90.58 RCW).
This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the
permittee fails to comply with the terms or conditions hereof.
CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED
UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF
ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL
REVIEW PROCEEDINGS INITIATED WITHIN THIR Y !AYS FROM THE DATE OF SUCH
FILING HAVE TERMINATED; EXCEPT AS P flN RCW 90.58.140(5)(a)(b)(c).
Date:
rector, Planning Department
L. Rick Beeler
Construction or substantial progress toward construction must begin within
two years from date of issuance, per WAC 173 -14 -060.
City of Tukwila
John W. Rants, Mayor
Department of Community Development Rick Beeler, Director
CITY OF TUKWILA
SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT
PROJECT: ELECTRIC LIGHT WAVES FIBER OPTIC CABLE
FILE: #L93 -0038
DATE: March 31, 1994
LOCATION: East Marginal Way South bridge, between
South 115th Street and South 116th
Street, Tukwila, Washington.
NE Sect. 10, Twn. 23, Rge. 4
APPLICANT: Electric Lightwave, Inc.
DESCRIPTION OF THE PROPOSAL:
The applicant proposes to install two 4 -inch fiber optic cable
conduits along the underside of the East Marginal Way South
bridge structure. The project boundaries extend for
approximately 50 feet north and south of the bridge abutments of
the East Marginal Way South bridge.
Installation of the conduit involves underground boring, using a
directional boring machine, on either side of the Duwamish River.
From a proposed street manhole on each side of the river, t
conduit will extend toward each bridge abutment, will daylight at
each bridge abutment, and will then be attached directly to
bridge girders extending across the river. Heavy equipment will
be located along established street right -of -way.
SHORELINE REVIEW RECORD:
The review of the this shoreline permit application was based on
the following documents:
a. Shoreline Substantial Development Permit
application submitted by W &H Pacific, Inc., dated
5/12/93.
b. Narrative in letter from Mark Larsen of W &H
Pacific to D. Shefrin dated 5/14/93.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
Electric Lightwave, Inc.
Shoreline Permit, Page 2
POTENTIAL SHORELINE IMPACTS & SHORELINE REGULATIONS:
The project must meet all applicable King County shoreline
regulations, including the following (KCC 25.16.160, KCC
25.16.190):
• Utility facilities shall avoid disturbance of unique and
fragile areas;
• Utility facilities shall avoid disturbance of wildlife
spawning, nesting and rearing areas;
• Utility facilities shall be designed to minimize visual
impact, to harmonize with or enhance surroundings, to not
create a need for shoreline protection, and to utilize
natural screening to the extent possible;
• Utility facilities shall be constructed to minimize
scarring of the landscape, minimize erosion and protect
vegetation, to avoid disruption of critical aquatic and
wildlife stages.
• Excavation shall be permitted only when aquatic life and
water quality will not be substantially impaired;
In addition, the project must be consistent with the 1978 King
County shoreline policies, including:
• Utility corridors crossing shorelines should consolidate
or share rights -of -way;
• Utilities should be located so as to not require bank
protection or to restrict water flow or navigation.
• Utilities should preserve the natural landscape and
minimize conflicts with present and planned uses of the
land.
• Utilities should be designed to minimize detrimental
visual impacts.
The proposed fiber optic conduit is the only new development
which will occur in the shoreline zone. The conduit will be
located entirely within the public right -of -way, and attached to
an existing bridge. Two proposed manholes will be located
approximately 100' to 160' from the top of bank. Heavy equipment
work will be located away from the river and riverbank; hand
tools will be used for minor work at the bridge abutment. These
measures, and the use of underground boring, will virtually
eliminate any disturbance of soil or vegetation in the shoreline
zone. The riverbank in the project vicinity consists of rip rap,
herbaceous plants and blackberries. There are no street trees
:.'
Electric Lightwave, Inc.
Shoreline Permit, Page 3
nearby. As a result, this project should have no significant
effects on trees or shrubs, wildlife or fish habitat, water
quality, or water flows.
As the conduit will be located mostly underground,and attached to
the underside of an existing bridge, it will not obstruct
physical or visual access to the river. In addition, the project
meets shoreline policies for sharing rights -of -way.
Prep by:
cc:
Ann Siegenthaler
Jack Pace, Senior Planner
Mark Larsen, W &H Pacific
File
Utility and Address:
CL OF' T U K W I L
FRANCHISE UTILITY PERMIT APPLICATION
T Y •
Permit Number: y3-40/0
-LG i .eiG L16.14 AVE: (r1!
/Z /e - 3 AVE- S 1/7r
SEATTLE ; 98101
Applicant: gd8 Ro3E.,er or./ Telephone: //1/Y-ei00 oe 667 -q '
Application is hereby made by the above referenced utility to the municipality of the Cit;
of Tukwila to perform work as noted below or as shown on attached.drawing(s):
EL r =ac. i 1/ `73 -O /O 5i
�L/a,%C / -3)1 S? L Co.JDu: fkom nfo,2774 LaTY Lim trS/ Soul -1 o.J
EAR i
/11A-121_46,),4 1...- L<JA ' S . TD S , AIORFa t ,
nl 0 ,•l A)O EFa (.._ IT sr; i o Orr r L I rn Li � 4PPQ.oX �
. 8 OD
-41This permit is valid for calendar days from Q-/ I /9 5
T The applicant shall comply wi`'tn all State and local laws or ordinances. me applican-
shall save the City harmless from any and all damages which may accrue to any person o
property because of this installation or the maintenance thereof. Work performed uncle. this permit shall include : -
1. 24 hours prior to construction the contractor shall notify the City
Inspector, Greg Villanueva at 433 -0179
2. Prior to construction all utilities in the vicinity shall be field located.
NOTE: For City of Tukwila. utility locates call One -Call 1- 800 - 424 -5555.
3. Detours within the public right -of -way shall be in accordance with the
current edition of the Manual On Uniform Traffic Control Devices.
4. For work within public street - no open cut allowed unless specifically
approved.
5. Utility contractor shall carry S1,000,000 liability (Personal injury,
property damage) minimum and be licensed in the State of Washington to .
carry -out this .kind of work.
CITY OF TUKWILA
Approved by: _/ - -•
Title: �ssa 47. 41y
Date Approved:
08/91
4 77;fc//EIL ‘r410,440/7w/145
, ' P4R?`1/T
4147 V .• SPX93
DATE: JANUARY 31, 1993
SUBJECT: ELECTRIC LIGHTWAVE FRANCHISE UTILITY PERMIT
8400' OF 3" STEEL CONDUIT IN E. MARGINAL WAY S.
AND S. NORFOLK STREET
CONDITIONS FOR PERMIT NO. 93 -010
THE FOLLOWING 'CONDITIONS ARE ATTACHED TO AND SHALL BE ADHERED TO
DURING THE PROGRESS OF WORK FOR THE SUBJECT UTILITY PERMIT':
1. BORING ACTIVITIES SHALL BE CONDUCTED BETWEEN THE HOURS OF 7:00
PM AND 5:00 AM.
2. WORK RELATED TO UTILITY LOCATES AND MANHOLES SHALL BE CONDUCTED
BETWEEN THE HOURS OF 8:00 AM AND 2:00 PM.
3. THE MINIMUM BURIAL DEPTH TO BE MAINTAINED FROM THE TOP OF
EXISTING PAVEMENT TO THE TOP OF THE CONDUIT BEING. INSTALLED S L'
BE 7.5'. IF CONFLICTS WITH EXISTING UTILITIES ARISE, THE CITY
UTILITIES INSPECTOR SHALL BE NOTIFIED IMMEDIATELY PRIOR TO
PROCEEDING WITH THE WORK.
4. THE MINIMUM VERTICAL SEPARATION TO BE MAINTAINED BE EN
UTILITIES IS ONE FOOT.
5. CONTROLLED DENSITY.BACKFILL SHALL EXTEND UP TO THE BOTTOM OF HE
ASPHALT SURFACING. ASPHALT REPAIR THICKNESS SHALL BE 6" OR MAT H
EXISTING PAVEMENT THICKNESS, WHICHEVER IS GREATER.
6. SPECIFIC TRAFFIC CONTROL PLANS FOR ALL ACTIVITIES AFFECTING
TRAFFIC FLOW AND ACCESS SHALL BE CLEARED BY THE CITY UTILITIES
INSPECTOR PRIOR TO PROCEEDING WITH THE WORK.
7. ELECTRIC LIGHTWAVE SHALL REIMBURSE THE CITY OF TUKWILA FOR
OVERTIME EXPENSES INCURRED AS A RESULT OF INSPECTION ACTIVITY.
of Tukwila Public Works Department
Southcenter Boulevard, Suite #100
la, Washington 98188
(206) 433 -0179
PliV7` 2-
Authorization of Special Billing
Date: 7-Z_9 3
Project Name: Nogirouc Sr, E. MAt4 . �� Ta 4vA-464/.3"%e Z R
Permit Number:
It, is the intent of this letter to authorize the City of Tukwila to bill the undersigned for all costs incurred
relative to the above- referenced project, by the City of Tukwila for the following work:
1.17' /Li n es fNSOtzttovi 6F ii26.11 OtJ &'�z pal E xe
Billing to be sent to:
Name: EL E rdeac LIGW+r (A) SW
Address: glop KE �AJUaJA Y � at 0 Er
City/State /Zip: 4j C}i A I ‘38.6)&e-
Authorization
$ (o (D e-
Attn: RArD CN E,J 0-Y
C26(e) 892 -loon
�c (i-r-
Phone Number:
Signature:
Owner /Developer, Contractor or Authorized Agent
DATE: JULY 16, 1993
SUBJECT: ELECTRIC LIGHTWAVE FRANCHISE UTILITY PERMIT
PLACEMENT OF 3" CONDUIT BY UNDERGOUND BORING
FROM SO. NORFOLK STREET TO GATEWAY DRIVE IN EAST MARGINAL
WAY SO.
CONDITIONS FOR PERMIT NO. 93 -085
THE FOLLOWING CONDITIONS ARE ATTACHED TO AND SHALL BE ADHERED TO
DURING THE PROGRESS OF WORK FOR THE SUBJECT UTILITY PERMIT:
1. BORING ACTIVITIES SHALL BE CONDUCTED BETWEEN THE HOURS OF 7:00
PM AND 5:00 AM.
2. WORK RELATED TO UTILITY LOCATES AND MANHOLES SHALL BE CONDUCTED
BETWEEN THE HOURS OF 8:00 AM AND 2:00 PM.
3. THE MINIMUM BURIAL DEPTH TO BE MAINTAINED FROM THE TOP OF
EXISTING PAVEMENT TO THE TOP OF THE CONDUIT BEING INSTALLED
SHALL BE 7.5'. IF CONFLICTS WITH EXISTING UTILITIES ARISE, THE
CITY UTILITIES INSPECTOR SHALL BE NOTIFIED IMMEDIATELY PRIOR TO
PROCEEDING WITH THE WORK.
4. THE MINIMUM VERTICAL SEPARATION TO BE MAINTAINED BETWEEN
UTILITIES IS ONE FOOT.
5. CONTROLLED DENSITY BACKFILL (STONEWAY MIX DESIGN #451 OR EQUAL)
SHALL EXTEND UP TO THE BOTTOM OF THE ASPHALT SURFACING. ASPHALT
REPAIR THICKNESS SHALL BE 6" OR MATCH EXISTING PAVEMENT
THICKNESS, WHICHEVER IS GREATER.
6. SPECIFIC TRAFFIC CONTROL PLANS AS REQUIRED BY MUTCD FOR ALL
ACTIVITIES AFFECTING TRAFFIC FLOW AND ACCESS SHALL BE CLEARED
BY THE CITY UTILITIES INSPECTOR PRIOR TO PROCEEDING WITH THE
WORK. INCLUDE ILLUMINATED ARROW BOARDS FOR ADVANCED WARNING
DURING NIGHT TIME CONSTRUCTION.
7. ELECTRIC LIGHTWAVE SHALL REIMBURSE THE CITY OF TUKWILA FOR ANY
OVERTIME EXPENSES INCURRED AS A RESULT OF INSPECTION ACTIVITY.
8. POT HOLES /OPEN CUTTING WILL NOT BE PERMITTED IN INTERURBAN OR
STREETS RELATED TO THE 1992 INTERURBAN OVERLAY PROJECT.
9 SUBMIT AS- BUILTS AT COMPLETION OF PROJECT.
10. OBTAIN PERMITS FROM WASHINGTON
TRANSPORTATION FOR WORK WITHIN
11. OBTAIN ANY NECESSARY EASEMENTS
RIGHT OF WAY.
STATE DEPARTMENT OF
THEIR CONTROLLED ACCESS.
FOR AREAS OUTSIDE THE CITY
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ELECTRIC LIONTWAVE, INC
DUWAMISH RIVER CROSSING AT E.
SITE PLAN
A
MARGINAL WAY S. k
WASHINGTON R ••
PACIFIC
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M E M O R A N D U M T O F I L E
FILE: Electric Light Fiber Optic Cable
Permit Applications: #L93 -0037, 0038
FROM: Ann Siegenthaler
Department of Community Development
DATE: June 7, 1993
Concerns /questions for Mark Larson:
1. What type of equipment will be used in Shoreline area?
2. Is there existing cable conduit leading up to bridge, or
will new be installed later? Project scope says limit
is 50' from bridge abutment, but drawings show
continuation. Shorelines permit needed for all work
within 200 feet.
3. Asphalt drive areas ( isti n or proposed?
4. Concrete pad a istincr proposed?
5. How big are proposed manholes /pits?
excavated for entire shoreline zone
,GXV x�
How much materia
area?
6. What is existing riverbank cover? Vegetated? Riprap?
7. How will river bank be protected from heavy equipment? /1/4
Where is erosion control plan? s
worm:( p-ers
8. Will riverbank vegetation be restored? Where is 1`an? / �O
9. Will remainder of line up EMWS affect any street trees or
other landscaping? //o; ire l��za /►/ur-%h : Guy s�
10. What type of noise generated, hours? (Item 7(b)
inaccurate. Gr/4 /, Jam-, ,es, 4e/7,? i $ ine .
To ask Fisheries:
Will mater' 1--from idge drillin into river be
a prob m? (Chec • m 3 (C)(2) e
st ent.)
Per Ross Heller 6/7/93 (has talked to applicant): Boring equip. to
be in located in manholes, away from riverbank, up near road.
Boring will start in upland area, directed toward river; no heavy
equipment on riverbank.
NOTICE OF APPLICATION FOR
SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT
ACTIVITY #: L93 -0033
NOTICE IS HEREBY GIVEN :that W&H PACIFIC, LARSEN, MARK of.the below
described property has filed an application .for a SHORELINE SUBSTANTIAL
DEVELOPMENT permit for the development of:
IN'TALLATION..OF TWO 4. -INCH FIBER OPTIC CABLE
CONDUIT ALONG WEST SIDE OF EAST: MARGINAL WAY SOUTH
BRIDGE 'STRUCTURE. INCLUDES UNDERGROUND BORING FOR
CONDUIT.ON EITHER SIDE OF DUWAMISH RIVER VIA TWO
PROPOSED MANHOLES. CONDUIT WILL DAYLIGHT AT EACH
BRIDGE'ABUTMENT ALONG RIVERBANK,. AND WILL BE
ATTACHED DIIRECTLY' TO BRIDGE GIRDERS ACROSS
DUWAMISH RIVER.
LOCATED AT
within the NE 10 TWN 23 -R 3E
in Tukwila',: King County, Washington. Said development is proposed t� be
within 200 feet of .the Green R i ver,- Duwanri sh and /or' its associated wetlands.
Any person desiring. to express his views or to' .be notified of the action
taken on this ;application should notify RICK BEELER, DIRECTOR DEPARTMENT OF
COMMUNITY DEVELOPMENT, PLANNING DIVISION, CITY.OF TUKWILA, 6300 SOU,THCENTER
BOULEVARD, TUKW.ILA, WASHINGTON 98183, in writing his interest within 30
(thirty) days o.t' the final date of publication of this notice which is
Jun 20, 1993.
Written comments must..be received by Jul 20, 1993
Published in : Seattle Times - Jun 13, 1993
2nd Publication: Seattle Times - Jun 20, 1993
Distribution: City Clerk, Mayor, Adjacent Property Owners, Department of
Ecology, Property Owner, File
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Mr. Rick Beeler,
Director Dept. of Comm. Development,
Planning Division,
Tukwila,, Washington 98188.
Dear Mr. Beeler:
2W%
!...Des r;emorial Drive
Se„ie, Washington 98168
July 12, 1993
This letter is in response to the notice sent me re.
the application of Mark Larsen d.b.a. W. H. Pacific
Activity #L93 -0038.
We own the property abutting or adjacent to the
northwest side of the bridge across the Duwamish
River.
My comments are more in the form of questions re-
garding the placement of the 4" fiber optic cable
at this location. Will the cable be placed
way Right of Way, or on our property e driveway
to our property is in this location. We also need to
know if the driveway will be blocke
during construction. Thi . not be feasible as
our tenant's business would be affected or curtailed.
e
I would like all the particulars and details •�"
this project. It is also important that you noti•'
our tenant of your plans. He is Rick Larson, owner
of Roof Doctors Company at this address; 11269 Ea.
Marginal Way So., Tukwila, Wa. 98168. He will need
advance notice of any driveway interruptions.
Thank you for your cooperation in this matter.
Sincerely,
Rinaldo M. Carosino
10652 Des Moines Memorial Drive
Se le, Washington 98168
Jury 12, 1993
Mr. Rick Beeler,
Director Dept. of Comm. Development,
Planning Division,
Tukwila, Washington. 98188.
Dear Mr. Beeler:
This letter is in response to the notice sent me re.
the application of Mark Larsen d.b.a. W. H. Pacific
Activity #L93-0038.
We own the property abutting or adjacent to the
northwest side of the bridge across the Duwamish
River.
My comments are more in the form of questions re-
garding the placement of the 4" fiber optic cable
at this location. Will the cable be placed on High-
way Right of Way, or on our property? The driveway
to our property is in this location. We also need to
know if the driveway will be blocked at any time
during construction. This would not be feasible as
our tenant's business would be affected or curtailed.
I would like all the particulars and details -•'
this project. It is also important that you noti.f
our tenant of your plans. He is Rick Larson, owner
of Roof Doctors Company at this address; 11269 Ea.
Marginal Way So., Tukwila, Wa. 98168. He will need
advance notice of any driveway interruptions.
Thank you for your cooperation in this matter.
Sincerely,
C112
Rinaldo M. Carosino
PACIFIC
3025 -112th Avenue N.E.
P.O. Box C -97304
Bellevue, WA 98009 -9304
May 14, 1993
Denni Shefrin
City of Tukwila
Planning Department
6300 Southcenter Blvd.
Tukwila, Washington 98188
Dear Denni:
Re: Duwamish River at East Marginal Way So.
Shoreline Permit for Electric Lightwave, Inc.
Here is the additional information that should complete the shoreline application package for
Electric Lightwave. You will find sheets 1, 4 -7 in 8.5x11 PMT's (you have sheets 2 and 3),
a clean copy of the SEPA checklist, a check for an additional $100.00 (for a total of $875.00)
and the following construction narrative.
Construction Narrative
The proposed fiber optic conduit route would be constructed by a directional boring machine for
most of the alignment. This technology allows the 4" diameter conduit to be installed with little
or no ground disturbance. The extent of excavation required includes a pit approximately 1 foot
wide by 3 feet long by two feet deep at the starting point of the bore. This enables the boring
bit to enter the ground at a predetermined angle so that a minimum depth of 48" can be
achieved. The depth and horizontal alignment is controlled by an electronic transmitter in the
drill head. Therefore, the exact location of the point of exit is known. The horizontal
directional boring machine is capable of bore lengths of about 1,000 linear feet (depending on
soil conditions and topography).
The portion of this project that would occur near the Duwamish River would be installed with
a directional bore from about 60 feet south of the south bridge abutment northerly to the west
side of the abutment. The bore will pass 1 foot west of the abutment, in the fill material. The
bore will terminate in the fill at the point where the fill slopes downward towards the river.
There will be some small digging with shovels to open a trench about 2 feet in length. This will
be the point where the alignment will transition onto the bridge with 2 -90 degree steel bends (as
shown on sheet 3 of the plan set).
The same technique will be used on the north side of the bridge with the bore length being about
275 feet in length. This construction method will require no excavation, other than a small
amount of manual digging near the abutment, near the shoreline of the Duwamish River. There
will be no excavation within the established bank or ordinary high watermark of the river. All
digging will occur in fill material that was placed around the bridge abutments at the time of
bridge construction. R E C; M V r._ -)
MN 71993
(206) 827 -0220 Fax (206) 822 -5341 Planning • Engineering • Surveying • Landscape Designgtiifiihnf {fietah=SIITices
Please call either myself at 828 -2889 or David Peck at 828 -2818 if we can offer more
information. Please keep me advised throughout the shoreline review and approval process so
that I may keep Electric Lightwave up to date.
Sincerely,
W &H PACIFIC, INC.
Mark Larsen
Design Engineer
Attachments: 5 - 8.5x11 PMT's
1 - Check for $100.00
1 - SEPA Checklist (Original)
3 - full sized plan sets
Printed on Recycled Paper
SHORELINE SUBSTAWIAL DEVELOPMENT
77- _'� ; ta: y::APPLICATION
CITY OF TUKWILA 71 9
DEPARTMENT OF COMMUNITY DEVELOPMI1
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3680
OR STAFF USE <.ONL Y
1. BRIEFLY DESCRIBE YOUR PROPOSAL: Electric Lightwaves, Inc. is proposing to
install two four -inch diameter fiber optic cable conduits on the Marginal Way South
bridge across the Duwamish River in Tukwila.
2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub-
division; or tax lot number, access street, and nearest intersection)
Marginal Way South between South 115th St. and south 116th St.
Quarter: NE Section: 10 Township: 23 Range: 3E
(This information may be found on your tax statement)
3. APPLICANT:* Name: Mark Larsen W &H Pacific., Tnr_
Address•P0 Box C -97304 RP1levue, WA 98009
Ph ne• F 2R- ?689
Signature: •� Date: 51124 93
* The applicant is the person whom the staff will contact regarding the application, and
to whom all notices and reports shall be sent, unless otherwise stipulated by applicant.
AFFIDAVIT OF OWNERSHIP
4. PROPERTY Name: Mark Larsen
OWNER
Address:W &H Pacific PO Box C -97304 Bellevue, WA 98009
Phone: ( 206) 828 -2889
I /WE,[signature(s)] C'�5�•!
swear that I /we are the owner(s) or con trac purchaser(s) of the property involved
in this application and that the foregoing statements and answers contained in this
application are true and correct to the
best of my /our knowledge and belief. Date: 5II2-'•3
5 TR N▪ TON
HID -
S J HENDERSON
HS
U
LI E
ST
ST
SHSHE P-
L IB
RAIt4IER
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• S RUGGLES ST
ST
S TaITH
SIO7THST 1 5 CRESTON ST
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151
S 1111H PL ST
11▪ 4TH ST s HAZEL
S 111TH
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Not to scale
a( IS
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Figure 1
Fiber Optic Conthit Installation
Duwamish River at Marginal Way South
i"-
, •
4.?.!1:4F 9 7 /4"
SHORELINE SUBSTANTIAL r=VELOPMENT APPLICATION
5. Present use of property: Bri dee c rosF i ng the Duwami sh River
Page 2
6. Total construction cost and fair market value of proposed project (include additional future
developments contemplated but not included in this application): $9 , g00.
7. List the master program policies (use program sections or page numbers) which are applicable
to this development:
This section of the nuwamich RTvPr is dPsignated Urban under the K';ng County
Shoreline Master Program. Section 26 -16 -160 deals with utilities within the
Urban classification.
8. List any other permits for this project from state, federal or local governmental agencies for which
you have applied or will apply, including the name of the issuing agency, whether the permit has
been applied for (and if so, the date of the application), whether the application was approved or
denied and the date of same, and the number of the application or permit:
We are coordinating with the Washington State Department of Natural Resources to
determine whether or not an Aquadic Land Use Lease is needed.
9. Nature of the existing shoreline. Describe type of shoreline, such as stream, lake, marsh, flood
plain, floodway, delta; type of beach, such as erosion, high bank, low bank, or dike; material such
as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any (to be completed
by local official):
10. In the event that any of the proposed builidngs or structures will exceed a height of thirty -five feet
N above the average grade level, indicate the approximate location of and number of residential
units existing and potential, that will have an obstructed view (to be completed by local official):
+•�.<
^.v.�a +r,..�...._ ... ,;3:^.',,U.tS'St...i =.
SHORELINE SUBSTANTIAL t VELOPMENT APPLICATION
Page 3
11. If the application involves a Conditional Use or Variance, set forth in full that portion of the Master
Program which provides that the proposed use may be a Conditional Use or, in the case of a
Variance, from which the variance is being sought (to be completed by local official):
12. Give a brief narrative description of the general nature of the improvements and land use within
one thousand (1,000) feet in all directions from the development site:
Electric Liqhtwave, Inc. proposes the installation of a fiber optic route along the
west side of East Marginal Way South. This proposal is for that portion of the route
, two
four -inch diameter conduits will be attached to the existing bridge. One conduit will be
empty (for future needs) and one will contain four innerducts. For this project the
l inri is u f Ltre Scupe u F Wurk w i 1 l be frum ruuyhly 50 feel, frvrrr Lhe sou Lherly d u L Lmen
of the bridge to approximately 50 feet from the northerly abuttmPnt of the bridge.
•
... -
• .
_ SHORELINE SUBSTA...TIAL DEVELOPMENT
APPLICATION CHECKLIST
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3680
The following materials must be submitted with your application. This checklist is to
assist you in submitting a complete application. Please do not turn in your application
until all items which apply to your proposal are attached to your application. If you
have any questions, contact the Department of Community Development at 431 -3680.
GENERAL
LX:J
n
X
X
14/P
TURN THIS CHECKLIST: WITH YOUR APPLICATION:
Application Form
Shoreline Permit Fee — $550.00
Environmental Checklist
Environmental Checklist Fee — $225 00
Board of Architectural Review (BAR) Application
Board of Architectural Review (BAR) Application Fee — $900.00
PLANS
Seven (7) copies of the site /landscape plan, elevations, and shoreline profiles. The
scale shall not exceed 1 " =30' maximum, with the north arrow, graphic, scale and date
all identified on the plan. Each set of plans shall have the license stamps of the architect
and landscape architect.
X
X
N/A
/A
The following information should be contained within the set:
A. Vicinity map showing location of site and surrounding prominent landmarks.
B. Property survey showing property dimensions and names of adjacent rights -of-
way.
C. Existing top of bank (all uses and structures must be set back 30 feet from existing
top of bank), floodway limit (no fill may occur within the floodway), utility lines,
structures, rockeries, and other relevant man -made or natural features.
D. Location, dimensions and nature of any proposed easements or dedications,
including Dike Maintenance and Traii easements.
E. Limits of the 40 -foot river and the 60 -foot low impact environments.
F. All existing trees over 6" in diameter by species and an indication of which will
be saved.
G. Proposed landscaping: size, species, location and distance apart.
H. Existing and finished grades a 2' contours with the precise slope of any area in
excess of 15 %.
SHORELINE SUBSTANTIAL D' `►ELOPMENT APPLICATION CHE"'CLIST Page 2
14/A
Location and dimensions of proposed structure(s), accessory structures with ap-
propriate setbacks and parking areas (include the degree of angle for parking stall
design), and driveways.
J. Location and size of proposed utility lines and a description of by whom and how
water and sewer is available.
E/ K. Gross floor area by use and parking calculations.
/i L. Dimensioned building elevations, including height and exterior materials, drawn
at 1/8" equals 1' or a comparable scale.
M. Location and screening of dumpsters and HVAC units.
N. Locations and elevations of parking area and building.
laO. Conceptual storm drainage plans with detention for 10 -year storm event, or on-
site retention for 100 -year event.
P. For multiple residential, location and dimensions of common open space recrea-
tion requirements.
Q. Shoreline profiles with cross- sections at minimum 75 -foot intervals along site's
shoreline, showing:
• shoreline environments
• existing ground elevations
• proposed ground elevations
• height of existing and proposed structures
R. Location of "Shoreline Profile" cross- section points on site plan.
S. Identify source, composition and volume of fill materials.
T. Identify composition and volume of any extracted materials, and identify pro-
posed disposal area.
l ^ I U. One (1) Photomaterial Transfer (PMT) of each drawing reduced to 8.5" by 11" (most
printing companies can make PMT's).
V/4
X
X
PUBLIC NOTICE
X
X
A mailing list with address labels for property owners and residents within 300 feet of
your property. (See attached "Address Label Requirements ")
A King County Assessor's Map which identifies the location of each property owner-
ship and residence listed. The maps may be ordered from the King County Public
Works Map Counter at 296 -6548.
OPTIONAL
riPerspective drawings, photographs, color renderings or other graphics which may be
needed to adequately evaluate your application.
Other required information:
ELECTRIC LIGHTWAVE, INC.
DUWAMISH RIVER CROSSING
AT E. MARGINAL WAY S.
INTERURBAN BRIDGE N0.3160
VICINITY MAP
PROJECT SITE
DRAWING INDEX
SHEET 1 VICINITY MAP AND INDEX SHEET
SHEET 2 SITE PLAN
SHEET 3 ELEVATION VIEW & DETAILS
SHEET 4 DETAILS
SHEET 5 ABUTMENT TRANSITIONS
SHEET 6 SECTIONS
SHEET 6 SPECIFICATIONS AND QUANTITIES
CONTACT PERSONS:
DON KLOVER
MANAGER, OUTSIDE PLANT
ELECTRIC LIGHTWAVE
8100 NW PARKWAY DRIVE
SUITE 200
VANCOUVER, WA. 98882
(208) 892 -1000
BOB ROBERTSON
PROJECT ENGINEER
ELECTRIC LIGHTWAVE
1218 THIRD AVENUE
SUITE 410
SEATTLE, WA. 98101
(208) 441 -8400
MARK LARSEN
PROJECT COORDINATOR
W&H PACIFIC, INC.
3025 -112TH AVENUE NE
BELLEVUE, WA. 98009 -9304
(208) 828 -2889
MAP AND INDEX
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PROPOSED 704-1* NN00.17
1}16LTOr71 F101S 010-1
PULL ! DY.ICIEN P.Vt.
MOUT MORN TO =Mr
MCC wsunion (5EE
SRnaV d SHUT 5)
-
0.171. TV SMCEL 1047132 MAMMON TO sr DARER,
11005 TO TRANSIT.
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The location of utilities shown on the plans are
approximate. All utility locations shall be verified prior to
construction. Call the Utilities Underground Location
Center (1- 800 -424- 5555).
The Contractor. at his own expense, shall make excavations
and borings ah.od of the work, as necessary, to determine
the exact location of utilities and underground structures.
It is understood that then may b. Interfering 01111t1• area
other underground pipes, drains or structures encountered
that are not shown or areas shown Incorrectly on Ihs plans
or have not been previously discovered In the field.
Controctor agrees this Is o normal and usual occurrence in
the construction of underground Improvements.
Furthermore, bidders understand and agree that work In
50111e cries must be done In close proximity to said utli(fis
and underground pipes, drains and structures not shown on
the plans which may require a change In operations and
may cause sloughing of the french, additional traffic
control, additional pavement and backlit(. costs and time.
The Contractor ogres that a reasonable number of these
occurrences are usual and ordinary and are reflected in the
bid and plan of operation.
The bidden ogree to provide for these conflicts and
Interferences and agree to provide for a reasonable amount
of time for design changes and /or utility relocations due to
said Interferences.
RECORD PEEb1pKL
PLVACIMSCS �D P1p111000 DOWER.G COnnUlf MnMx6U1 BRECE Na 7150
A50.111.7 PL00
P.v.C. TO 51m 40■010
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ORMSOCE((550
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ELEVATION
LOOKING EAST
SEE CONDUIT SUPPORT
DETAIL ON SHEET 4
DETAIL DETAIL
CAST IN PLACE BOX GIRDER (WEST SIDE)
CONDUIT LOCATION
SEE DUCT COVER DETAIL
ON SHEET 7
PRECAST CONCRETE GIRDER (WEST SIDE)
CONDUIT LOCATION
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BRIDGE CROSS SECTION
BOX GIRDER SECTION (LOOKING NORTH)
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Installation Instructions — 111A Insert
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DETAIL
am Wm*
HILTI HFA CONCRETE ANCHOR
B- (OR (OWL) B5241 004042.
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(172 0(1424 MS WU)
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1174240121 COMMIS
/OR CM OF lInnegn
(01 052410)
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DETAIL DETAIL
CONDUIT SUPPORT (END VIEW)
8770CE ORDER
-LK (03 Ea.) 820,7 002
CLisir (ma 00 BOLT 11401002)
CONDUIT SUPPORT (SIDE VIEW, COVER REMOVED)
N. 01 Nal nasse oss-amanimi
ELECTRIC LIGHIWAVE. INC
DUWAMISH RIVER CROSSING AT E. MARGINAL WAY S.
DETAILS
IU
WASHINGTON,
¢F,.�,�r•;
Use
Design
Drown
Checked
Apprise
E. um Nber
3-415-arm
Filename 01M.,
SHEET
4
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DETAIL
LOOKING NORTH
❑,.rayz el ;c.IM�'� r;
APPROXNAIELY 8'
P.V.C. TO STEEL ADAPTER
EATENO pUCT COVER 10
COVER 6 OF STEEL BEND
9„0TTM3 uOETER STEEL BENOSa _BRIDGE GIRDER
4 PVC OPn -CON 44
BfQCGE ABUTMENT
4 DU. P.V.C. ((SEE
SECTION ON SHEET 6)I
Ad
LOOKING EAST
EXISTING GROUND SURFACE
ABUTMENT TRANSITION (NORTH ABUTMENT)
DETAIL
SIDEWALK-
BRIDGE ABUTMENT
CONDUDT SUPPORT (SEE
DETAIL SHEET 4)
d
CONDO SUPPORT (SEE
DET L ON SHEET 4)
27 STRAIGHT 4 DIA. STEEL CONDO
168 STRAIGHT 4 DIA. STEEL CO
7 -2 I/r
LOOKING SOUTH
90 4 DLWETER BENDS
(WITH 3• RADIUS)
4 PVC OPTI-COY 44
BRIDGE GIRDER 1 P.V. TO STEEL
6 STEEL 8 ND
900 4 OIAUETER STEEL BENDS
(811H 3' RADIUS) _j APPROxIUATELY 8•
7- BRIDGE ABUDA
EXISTING GROUND SURFACE
P.V.C. TO STEEL ADAPTER
4 MA. P.V.C. (SEE -
SECTION ON SHEET 6)
LOOKING EAST
1rd
ABUTMENT TRANSITION (SOUTH ABUTMENT)
7-
ELECTRIC UCHTWAVE, INC.
DUWAMISH RIVER CROSSING AT E. MARGINAL WAY S.
TRANSITIONS
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Checked
AvD
etI,mner
Filename ±S._,!__
SHEET
5 eI 7
CC
466 -TA MANHOLE AS PLACED
ON ELECTRIC LIGHTWAVE
DRAWING NO. 9
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NORTH BRIDGE ABUTMENT
P.V.C. TO STEEL ADAPTER
( ONE S BEET SNT TRANSITION
SECTION
4" DIAMETER P.V.C.
( DIRECTIONAL BORE TO NORTH BRIDGE
ABUTMENT. OPEN TRENCH TO STEEL
BENDS IF NECESSARY. )
SCALE:
1 " =6' HORIZ
1 " =6' VERT
DIRECTIONAL BORE TO NORTH ABUTMENT
264 -TA MANHOLE
8' -2"
55'
SECTION
SCALE:
1 " =6' HORIZ
1 " =6' VERT
P.V.C. TO STEEL ADAPTER
( SEE ABUTMENT TRANSITION
ON SHEET 5 )
SOUTH BRIDGE ABUTMENT
4" DIAMETER P.V.C.
( DIRECTIONAL BORE TO SOUTH BRIDGE
ABUTMENT. OPEN TRENCH TO STEEL
BENDS IF NECESSARY. )
DIRECTIONAL BORE TO SOUTH ABUTMENT
4' -0" MINIMUM
CONTINUE NORTH AS SHOWN
ON ELECTRIC LIGHTWAVE
DRAWING NUMBER 9
EXISTING SURFACE
GRADE
16"
48"
14,
DETAIL
6" WIDE MARKER TAPE
(CONTINUOUS ALONG ROUTE)
— SURFACE
RESTORATION
BACKFILL COMPACTED
TO 95% OF MAXIMUM
RELATIVE DENSITY
— ENCASE WITH CLASS
C CONCRETE
4- CONDUIT
NOTE: USE THIS TRENCH DETAIL IF
THE BORE CANNOT BE DONE FROM
THE MANHOLES TO THE BRIDGE
TRANSITIONS.
TYPICAL TRENCH SECTION
ELECTRIC LICHIWAVE, INC.
DUWAMISH RIVER CROSSING AT E. MARGINAL WAY S. \\..I 1 PACIFIC
SECTIONS 11 1�mw Ns
haletiVIA V1 91009 -9304
WASHINGTON
_f\ i
1111 I�
-
J II
Date
Seale
Designed
Checked
Approved,. i.
D,SOaonr
Filename e.t.a
SHEET
6m% 1
SPECIFICATIONS
I. GENERAL
1. M motored and work she be in canlamanc.:M the 1991 Standard 50.nf:cations
for Rood. Bridge and leunkipa, Catenation pe0heeed by, the Washington State
Oepertm 9 a Transportation and the Stndard Specification la Municipal Public
Wads Conthrctlon 0e published by the Washington stole Chapter, MW'A except as
Tukwila. W90019ton (CaoVUCtan' Standards), as noted herein. aa4on for the Oh, o1
2. Existing Ut41601 -- Existing utilities shown on the plans how been patted from the Dee
Mam0760. 056aee to the wraiter. Seaway dnd competence m not 9ulromeed.
6 .0106 be Ns Contractors reeponsibeity to locate any casting utr4tes. which toy
cone.. with the Contractors aperaton, whether Nowt on the pone or not
3. Inspection -- the Cathode etal ndily the City of Tukera Department al Pubic Woes
la required thee01ion services ono t•stng.
4. Excess Water -- Should .der be encountered awing construction. a vas t. the
Contractors rnponeleify to demote. as per the Sandad Specifications. before
cone/let:on Continua
5. No eh laden water Is to 0.Naged Iron trio site .itnwrt posing through on erosion
worm .stem.
6. TI. Contractor No. or-nodule and Control his work ea as a comer won all applicable
ordinances to prevent any haiwd. to peke safety. heat and welfare.
7. Ad std shall be kept fro at dirt and denris on a continuous basis.
6. M approved copy of those plans will be on the job sits whenswr construction is in
9. The Contractor .0th 1. *Peg and compete, modespe for LW conditions of the job
sds.
including eatery of N persws and property during the ptdam0ce 01 the wort
This requirement eel apply continuously and not be kneed to normal .caking Mum.
10. P.Mtrion ak reticular access to abase poperbee Not be maintained at al time
ease where prior written approval from the property owner Ms been obtained.
11. Coordinate .t the City of Tukwila and all affected agencies to pothole as regrind
to beat. Nikies, dry and oil potholing in the Coy of Tuk.4a right- of -.ay,
Moll hove peg apparel from the City of Tuk.ia and .hall require appropriate
petits and boas.
12-Barricade open 0.9ree0001 and hoes occurring as part of tins .ore. and post .0.1009
lights on property ad)aent to or wt pul lc access.
13. Protect structures. utilities. povernenls and other faceit1.s from damage caused by
rtdernent lateral movement. ukermn:g. washout and other hazards created by
operations ulcer this section.
14. Use means necessary to control dust on and near the .on. nd on ow near all -sits
area.. d such duel n Caused by the Contractor. operations Curing peg arrm ee of the
work a 0 resulting from N...n aions n which the ConUoctor haws the Ne.
15. Information on No drawings .Mori crating wreakers does not coneiats a warranty
that other items may not be took or encountered.
16. Bidder shall make his 0.0 deductions and 0pncaeans to the notice of the marinate to
be 1.0031100, the 01,19006.00* miring and maintaining the required excavbns, the
cef0ulbef which may anise from swamp/we conditions and regarding doing any other
.0111 affected by the eubeurf0ce conditions. and .0nn accept hal mp0me.aIty therefor.
10044.09 conformance .t appgcpth safety standards.
0. HANGERS
1. An stow ei1tf supports. including fastenings and anchorages. shod be 9alwni0ed in
aa■dance with ASfll Designation A -123.
2. flange brakes Nan be row -lamed meow framing ma. of 12 gauge stow .t
pre- 9al.mlizel zinc mating (ASN A 525) 8 -lit B52 Mono wan SN- pattem eats
or equal. 49 *mooed coatin91 leall be treated with two coats of fomul0 4 -9-
73 g7Nadninp repair pain conforming to the requirements 01 Section 9-06.
Nut. N011 be bantered l0 fops 1090pe the lock sash, then tightened by turning
a had turn.
3. AP 9ahanded 00.000es. including any galvanised utilities. shall be glen a prima coat
of state .land0rd formula A -6-86 per Spec. 9 -116.2.
4. Conduits or brackets New be allotted to concrete using. an .pery bonded anat./ hen
',Urn such, 01 Ida NFA 3/6 or .quo n accordance .dn Section 6- 02.3(10). Lag
.Ian not de used for attachment to concrete.
5. Drilling through nnlwcin9 Neel will not be permitted. 11 stet is ha when an0kp. the
anchorage location mod be moved and the atandoncd hob feed win Easy Mortar
Conforming to the requiernean of Section 9.261(2) of the 5bndan Spw lotions.
III. UTILITY DUCT
1. C Wei ...slit 40 Pit enrol be weed for 00 imposed cond.*. PVC Opti -COm 44
can thedua .ha. Do used on the *nag. under drew duct Ca.er.
2. Thoroughly dean conduit Wore using or Myin9.
3. Curing construction and after duct dna is competed. plug ends or 000446ts to prevent
water weaning 100 conduit or manhole.. tad. particular care to keep conduits clear of
wncree, dirt and ony other ..meante during course of construction-
4. After pacing duct has awn comaeled, pus stoaard (Mono mandrel not Ie.. Nan 12
inches long, with diameter °pprashooley 1/4 -1000 less than infoe dam•ter of conduit
train each conduit Then pA au.h wit. stiff oriel.. through wan conduit to make
certain Nat to peddles of earth. sand. or grave have ben left in 0..
5. install pro win in ore new ducts. Extend minimum of three fee 600 .040 mortale or
beyond ends 01 ducts.
6. NI steel pipe and components tat canons. this conduit system Nan meet or exceed
the foaming specifications and .talons:
a.WSDOT - 1991. Standard Specification.
*6.500e0Je 40 hot dip galvanized .tee conduit per A5TM A -120.
eA.eenped ..lint 2 10.75 bs. per loot
IV. TRAFFIC CONTROL
1. the E Maginot goy 5. Bridge ie a modal:ay traveled commuter facility. It is the intent
of thew speclloatians to mated. Nero disruptions.
2. The Contractor is Devised that 40 bridge tare closures este be kept to a minimum.
the G7 a/ Tok.ia will approve 0.e/ those are and nod.a. closures determined
to be .bolutey necessary la the Contractor to accomplish a speak task-
110 ane or roadway closures .id be permttel *taut prior appro. % Inen, the
Ely of ToO.9o.
3. Reheat for temporary wipe -be closure and street easunes Nan b. vuOmitted
in writing_ a magnum of f calendar days in ashen. a the proposed closure.
4. The Contractor .ha6 keep all ir0M lanes and shoulder. cleat 01 equipment and materials
Outing -waking noun. (*apnea and torten. *1104 mat be stared on the ergots.
The Contractors employees and agents shod not park private wni0es along the Vowed
coq or median.
V. WATER QUALITY
I. CanetnN00 a0Ov■tie. acar'r,9 over and oejacent to the Pr.anun River Nab coop/
Wen the State 01 W0.nkglon'. Weser Cuddy Standards.
2. The Controcta stall line the uwo at petroleum peodacts on site.
3. n the ehwd of a petra.un seal. the Contractor Nail immediately nobly ih. 0ty
of Tuk.ilo.
VI. SEED MIXTURE
1. the following seed mixture (a equal) .M9 be 0100 for .uda. restoration if open
trenching is re40000.
40(0 PERENNIAL R1E
203 ALTA FESCUE
20% RED F6CUE -
1010 CIEMnNG FESCUE
10(0 ANNUAL BLUEGRASS
40 b.. per acre
'197
1/C R /C R
D ETAI L
DUCT COVER
L
1 1/r
2' -6
QUANTITIES
ITEM
4" P.V.C. OPTI -COM 44
4" STEEL, 90' BEND (3' RADIUS)
4" STEEL GALVANIZED CONDUIT
B -LINE, 852SH PRE - GALVANIZED CHANNEL (27 EA. 0 15 1/4 ")
8 -LINE, 82017 PRE - GALVANIZED PIPE CLAMP
3/8" HILT) HFA ANCHORS
3/8" X 2" HEX HEAD BOLTS
4" P.V.C. CONDUIT
1 1/4" INNERDUCT
14 GAUGE DUCT COVER PANELS (31 0 8' AND 1 0 2')
QUANTITY
2' 6
Y -6
9/16 A 7/6 9.01 (707)
.r3
510 LF.
8 EA.
8 LF.
35 LF.
54 EA.
306 EA.
306 EA.
660 LF.
2,640 LF.
250 LF.
/
A
Date 4 2/-.`
Drew
D
Ara_ bombe
Filename !aal
SHEET
7 0Z�
PROPOSED w-T. dJO.E
aeECtIONMt 8Oot Ora
P1A1 r Dwa.tTON PVC
°NWT NORM TO SOWN
eeO c Nsmort (St[
SECTION ON t'KR e)
NOTE:
The location of utilities shown on the pions are
approximate. All utility locations shall be verified prior to
construction. Coll the Utilities Underground Location
Center (1- 800 -424- 5555).
Th. Controctor, at his own expense, shall make excavations
and borings ahead at the work. as necessary, 10 defu.nine
the exact location of utilities and underground structures.
It is understood that there may be interfering utilities and
other underground pipes. drains or structures encountered
that are not shown or areas shown Incorrectly on the plans
or hove not been previously discovered in the field.
Contractor agrees this is a normal and usual occurrence in
the construction of underground Improvements.
Furthermore. bidders understand and agree that work in
some cases must b. don. In close proximity to sold utilities
and underground pipes. drains and structures not shown on
the plans which may require a change in operations end
may cause sloughing of the trench, additional traffic
control, additional pavement and backltll. costs and time.
The Controctor agrees that a reasonoble number of these
occurrences are usual and ordinary and are reflected in the
bid and plan of operation.
The bidders agree to provide for these conflicts and
interferences and agree to provide for a reasonoble amount
of time for design changes and /or utility relocations due to
said interferences.
Lqb-0038
°,ASS WERE`atla.ED TRW TUDOR ENaJ0330ND t%}P■HT POEM osu. MCC( Na. v1e0
AseutT owes Dam s/so.
P.V.C. TO STEEL KAMM.
TwmTIOM To r aPMETER
STEEL 00TOS 10 TRw*0.N
ONTO 000 O (SEE Roan.
PeUlurNT Onus ON p¢i 81
•
It .. 15
2
0
PLAN
u
GRAPHIC SCALE
1.1 ) :tra
u SOU - .s+.s ,n -.mmn•a
•
4 n_$ a
rajtk
��• Y
WASHINGTON
Die
S. AID
Aa,Vf rr,r�`
F.Irn rt -- -
:IIEL1
2 or 7_,
ELECTRIC LIGHTWAVE, INC.
DUWAMISH RIVER CROSSING
AT E. MARGINAL WAY S.
INTERURBAN BRIDGE NO.3160
VICINITY MAP
PROJECT SITE
DRAWING INDEX
SHEET 1 VICINITY MAP AND INDEX SHEET
SHEET 2 SITE PLAN
SHEET 3 ELEVATION VIEW & DETAILS
SHEET 4 DETAILS
SHEET 5 ABUTMENT TRANSITIONS
SHEET 6 SECTIONS
SHEET 6 SPECIFICATIONS AND QUANTITIES
CONTACT PERSONS:
DON KLOVER
MANAGER, OUTSIDE PLANT
ELECTRIC LIGHTWAVE
8100 NW PARKWAY DRIVE
SUITE 200
VANCOUVER, WA. 98882
(208) 892 -1000
BOB ROBERTSON
PROJECT ENGINEER
ELECTRIC LIGHTWAVE
1218 THIRD AVENUE
SUITE 410
SEATTLE, WA. 98101
(208) 441 -8400
MARK LARSEN
PROJECT COORDINATOR
W&H PACIFIC, INC.
3026 -112TH AVENUE NE
BELLEVUE, WA. 98009 -9304
(208) 828 -2889
o 1 71443
MARGINAL WAY S.
u
w
w
N
AND INDEX
HEET
1 .r 7 ,
5/12 . 7 .{A 0EAD "DT (79)
B -L24 (00 EDP.) 1E25n Cn0a21
2_f 01020(0
0,R)-Nrr 11 CONDO
BRIDGE CROSS SECTION
BOX GIRDER SECTION (LOOKING NORTH)
I/O. a Y 1401 tars, '701
PAD CON110/0115 41044 0002041.
FACE Or CD0C0ETE ATTA24 1D
01.11 ME0 0111 E➢OS1 en.D
d /tr rill KA MUD (11P)
(YE x10. 1145 51107
11-urE (00 (CPU 82011 WPE
CUF1P (001 Ara eau 10.1017)
2-7 01021[0 C010U15
7O0 011 OF TDFRA
(81 OD OM
M)
44 4 WAY 5100. D1Cr
40404041440.10400441
100120010. FACE OF CONC.
S 704Ess am1.0 DLO 10
ILO (5[E OE1.a ON SKIT 7)
1/f s S 1PG O0911 F0Au
PAD C000111a115 40451 .4020113.
FACE OF CONUKR MEAD. 10
DUCT COOED DIN 1:00,2 BOLO
InStallatIGO InsiruttlOns— 87A Insert
DETAIL
HILTI HFA CONCRETE ANCHOR
DETAIL DETAIL
CONDUIT SUPPORT (SIDE VIEW, COVER REMOVED)
CONDUIT SUPPORT (END VIEW)
t:7 (7Z3
WASHINGTON
Date
Scale
Drwan
Checked:
APPI,Vrd
D.0 ;umber
Eden .,,(A• .
;IfEE7
�4 a J
SPECIFICATIONS QUANTITIES
I. GENERAL
1. Au rnater,P, and work sr. be in conformanc• nln Me 1991 Standard Spe0R.catnns
for Road. 8 491 and Yw101pa1 Conatmation pudnMd Vote m .0 gton , ...MO.
Department of 1rensportalron ant' IM Standard 5901.c'at:by. 001 far 4urtic'pol P,de
Waist Conftrucbon aslpub.M. by Me Wasnnpon Stale Dopler..plra ..c.9t 0f by me
Tukolo.d teasnugl00 (CanIVuclion Construction es noted 13414.
ation la 'ore G1Y of
2. E.:st an9 01191:1, -- E.istin9 *212;13 *nano on 102 dens hare been platted from the Deft
ton a .0:220e to tne engineer. Accuracy ono o10pereness or1 not 9:o1ntee0.
6 7210, .110 M Contractor's 0Ger0000.y to tYw 1.3 on the plona 00 rot. may
]. mapenan -- In. Contractor *has loch lore CRY 02 7,0.0 Department of puN•c eats
for re9+^e0 inspection *420014 000 l0fun9.
•. C.cesf Water -- 5noua water be ountered during construe., •1 *r10n be lore
Contractors respond .0!7 to 01.oler , es per tne 510,00,0 Specifications. before
comllruclan canunoes.
5. No s.11 been voter , to 000nor9ed from Ire ado *•tout oea•np tprou9n an erofan
contra, system.
6. 11,. (001,0010, fna0 fcMdu1 002 contra. n. .or0 so m campy 2.01 00 eppK09.e
ordnance, to pr09ent On, 300030* to 9,00 *.02,1,. r0adn to a .
7. 4i streets WW1 De fed tree of an and 1,10.0 on a concnuouf oasts.
6. A pope.. copy of 0010 pons .11 be on end jab 1Re ...never constructor' :0 .n
Dro9reas.
9 TM ConVaclor son be 101201, and comp1le0y rss nsde for ins 0070,100; of tor* 300
.4019 see,. 01 persons ono reopen/ dun, Stet performance e o 01. ear*.
T ,, red, apply c t....sly and not or 1: tee .40.9 ours
10. ',oars,0n o •nicuhr access to x0.010* popertes a m: be ma0t00ed at or Imes
e.ceot end * 0..2 .nl1.n oppow: from IM paprty owns 1.m peen o0t002d
11. Coo,oinote .:tor me C.ly a2 T,1.10 and abetted 0genc41 to 0010* ea c.. ea
to 090 :.cotes. o n pmnony i Ora Car ar T*s..0 39,1- or_.ay re
ono• ore POM appovol from me Gty of LN.:b and Ina.* reaune abpopote
ommts and banal
12. Rom0obe apt depressin* o0a 0010* 0)6012,9 es pan of 001 •or0, and bast name,
090)23 an probed/ 00,00900 10 0' .03 puWb c0ss.
13. Poet* 1ruct,res. *Witt,. paremlnts and orn,er too,. from damage
r1. later. undermn.q. *0sno0t cnd otner norm's crea.ea by
operdars under M1. *sec on.
14 Use means necessary to contra' Dust on ar:d rear 0a on and near ONE ton
caned D e Contractor's o 00009 p.n'on.bnce o
0ors o d res., no from me cpbtp 1 .n ..P1. .207 Comrnctlr tomes nu. n..
15.1nformabon on .n9s soenq gusting e 1 0Ve, not conect0te a eamanty
Inot other 16. Bade, snob ,mop o be ea,clars a2ec * to me nature a• ire meter., to too. Or
be 0.co.ald. Inc no own f of mt..n9 and 24202 reonre0 a av a. the
0M0,,0iel a c1. . Nom *,01,7oce C and relar0ing Cana e^, 0101r
eon • ode m t4 OCe C cebt ,n r Dona.:'/ 101.100..
n ,<A•n9t cool aide mtn sooty stance,.
II. HANGERS
1 Au stem uti*ty
wao0rts.. w a., f1 a-st2e23".
9s ono c b.ara9ss. snot be 90.
007 red a
accordance .t0 15000 Oes nob
2 p. 0a e ie p roe-formed m 5 ) r20m. 2 -node or 17 90,9e z rt 1
.9luer coating LOSIII 525) 8-1...e 20 S• -Da 00*
s
00 0Qea.. 41 mated rt lbna'ss41 l0 meted n 2*ts Coats of ?o0,.° 4 -9
73
90'.02.009 reba x0 9
Nuts s30 be tyntenea to 71.60 engage ire ,ac. .01'30. Men t9nlenea by lr0.09
a nod Len.
3. :W ;0..0.:270 s.4xe1� 1.0.219 anyyga..on.0ee l: tea. anal be 9i.r, a 00309 coat
el .ate mondad 0r 1 -6 -06 Sped 9 -062
CcnG■ls Or aroc'N snot/ be d -singe ry xneed o or pod
systems HO lK1 3/6 to 1 rtnn Becton 6 -02.3(29), tog
scre.I s.at not be uua for etbcnment to carpe.,.
5. DN: ;trail ,mlpr0a9a sill .:e not by prm:tlea If rem , nen 02.079. lM
• 20ndaraye bonbon must be moved and t no toe feed .R -Dar' Crafter
b:onlo0nn9 to Ire rea cots f Seeon 926.1p) of Me Standard n5oecd d.ns
Lq3 - 003$
III. UTILITY DUCT
1. 4' steel sow.. 413 pp anon be used for an *eposed conduit. PC Doti-cam 44
con 002Nit Snail be ,fed On U, bridge under tor* duct cover.
2. 1nor009119 clean 00000* 6.200* *1'09 01 hrin9.
3. During construction End alter duct linen 600,04113, 06,9 ends of cord,:1, to 0...001
wafer .adding into cor04il or men30lea. tole 0021040, co. to Deep condlirs Poor of
concrete, dirt and any otter su0ma0ce aunn9 c urs* of construction.
s. 011. pipe, duct o. been competed. stand:. IleiiN* 100,42.1 not le,• ion 12
brq, edn domm9 o,ao.:motery I/I4 -i0c0 less man made d <n.1., of conduit
*nova, Sac il. Toren pun brush . scu 0Ml1n 1020030 fop, coouit to 0,o.•
certain t,otnno p0R24s of earth, sand. or 9r0v0 have been alt it x'...
5. .stall pu0 . 40 new Ducts Extend minonum 01 emea feet in10 each 0,00001. or
bey.,4 may Vof ducts.
6. 0*
steel pipe 000 compone0ts tot comp'. Ms co.11 fyflem *0011 meet 0' *.c...
lore 74hwrq sp edoaf.. and standards:
0.05001 - 1991. Standard Speolicatons
0.5c020,4 00 341 0■0 9o.an:red stem co00•t per 4510 4 -120
6.NSema.,0 .eight f 10.75 163. Per loot
IV. TRAFFIC CONTROL
1. Tor. E. 0 5. 8.10 m EeroMy ,1021010 001,10*?*. I00aty 11 is 101 '01.1.1
01 01110 .p*c.NCatgns la ,04,,m*e 11000 030.01.071
2. 1ne Contractor is odv0e0 Mot a 0ri09e tar. abeam anon be scot lc a mnimurn
TM GIa of T1....h . 00000.0 only *nose .0111 and ro00.a .afurel 3029 ea
to be bw,ulm, necessary for the Contractor to compon o speofo los*.
00
Na Ione or 74007 a1a *s .01 6e p•nn.iea .:10011 D'.' 00020001 tram IM
■Iy of Tueei,a.
3. Rea,.. for temporary 09 -hoe dofwss and street clawrss *0x11 be 0,610:2110
n .r4uq, a ma:10um of 1. a 00ena0r days m caroms of tne proposed Pas...
1. ns y u q C ont10rxowc- t aopr n � *
�rn pbseef a
nduipomgfennttf o a neV n ofr t n a xuf l2C 1 e , , calendtae r t rbe e ea„irrmy eon t
uc•n Pang m innd , Vf rr mla
elect
V. WATER QUALITY
A. C7r44t1 0co iie Cent, fool vep en troll. b n o
wa,n01007 i9 Water 7)4 04pcenl at�02 5,00 .7 Fiver sae comd7
2. The Contractor Iran tint the use of pirfwm 0.02x11 an f.te
3. b 1111 went of a piro.u10 spin. me Contractor era .mmeaiatey not', ore Gry
VI. SEED MIXTURE
1. The foIloe q seed mutant 10. eauol) ,nail 0* uf04 f0. Mao 213,0.01.40 .2 opt
Veonn9 n red, eo.
401 PEFENNAL art
202* ALTA FESCUE
202* RED FESCUE
102* (6(0:4 FESCUE
1014 01201*01L 009(03055
00 1e, per acre
/ nOmZ01RK's1m�Cl 014Corb0L0 0,
90
7/C R I/O' A
D ETAI L
DUCT COVER
2' 6'
ITEM
4" P.V.C. OPTI -COM 44
4" STEEL. 90• BEND (3' RADIUS)
4' STEEL GALVANIZED CONDUIT
B -LINE, 8525H PRE - GALVANIZED CHANNEL
8 -LINE, 82017 PRE- GALVANZED PIPE CLAMP
3/8" HILTI WA ANCHORS
3/8' X 2" HEX HEAD BOLTS
4" P.V.C. CONDUIT
1 1/4* INNERDUCT
14 GAUGE DUCT COVER PANELS (31 Co 8' AND 1 0 2')
QUANTITY
510 LF.
8 EA.
8 LF.
(27 EA. 0 15 1/4') 35 LF.
54 EA.
306 EA.
306 EA.
660 LF.
2.640 LF.
250 15.
0' C
2'6-
9 /•C 1 0/C 5t0T ow)
ELECTRIC LICHTWAVE. INC.
ui
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(D t-
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<
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= W
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Lw� \unlbe0
Ftlen n r• _.
51)007
113. 1•42.10 lenyoriaompil•
T9DEMALu
BRIDGE ABUTMENT
CONDUIT SUPPORT (SEE
DETNL SHEET 4)
90 i D444ETER BEND
(4T4 3' RADIUS)
DETAIL
CONDUIT SUPPORT (5E01
CON_ ON SHEET 4)
or STRAIGHT' CAA. STEEL CONDUIT
T6I STRAIGHT 4 DA_ STEEL CONDUIT
LOOKING NORTH
;
•
APPROXIWTELY B'
BTAOGE ABUTMENT
P.V.C. TO STEEL 0O+PTER
E*TOND 700 COVER 10
COVER 6? OE 53901. BEND
C PVC OP11 -004 44
9Y0nni 3 6RAOWS) STEEL BEND - BRIDGE GIRDER
071.31190 CRCUND SURFACE
P.Y.C. TO STEEL ADAPTER
4' OIA. P.V.C. (5EE
SECTION ON 50001 6)
LOOKING EAST
ABUTMENT TRANSITION (NORTH ABUTMENT)
CONDUI{ SUPPORT (SEE
OET L ON SHEET 4)
sIDEAALA�
\‘ BRIDGE ABUTMENT
7-
CONOUO SUPPORT (SEE
DETU1. SHEET 4)
2T STRAGHT C DIA. STEEL CONDD.
16 STRAIGHT ! Du. STEEL CONpUIT
L93 -X3$
DETAIL
Y.2 117
LOOKING SOUTH
4' PVC OPTI -CO4 44
BRIDGE ORDER - P.V.C. COYE11T9EO STEEL ADAPT
RD6i0f Ear BEND
90 4' OIA8ETER BENDS 97 e D6METER STEEL BENDS
(HRH 3' RADIUS) APPROAIkUTELY 8'
(WITH 3• RADIUS)
EXISTING GROUND SURFACE
P.V.C. TO STEEL ADAPTER
LOOKING EAST
4" 03. P.V.C.
5ECTION ON SHE(SET EE
6)
4d
T
ABUTMENT TRANSITION (SOUTH ABUTMENT)
DUWAMISH RIVER
SHEET
5.,7
MATCH ELI PRINT 9
NORTH BRIDGE ABUTMENT
P.V.C. TO STEEL ADAPTER
( SEE ABUTMENT TRANSITION
ON SHEET 5 )
4" DIAMETER P.V.C.
( DIRECTIONAL BORE TO NORTH BRIDGE
ABUTMENT. OPEN TRENCH TO STEEL
BENDS IF NECESSARY. )
SECTION
DIRECTIONAL BORE TO NORTH ABUTMENT
264 -TA MANHOLE
8' -2"
HH
55'
Lq -3 -cD s8
SECTION
DIRECTIONAL BORE TO SOUTH ABUTMENT
SCALE;
1 " =6' HORIZ
1 " =6' VERT
7
SCALE:
1 " =6' HORIZ
1 " =6' VERT
P.V.C. TO STEEL ADAPTER
( SEE ABUTMENT TRANSITION
ON SHEET 5 )
SOUTH BRIDGE ABUTMENT
4" DIAMETER P.V.C.
( DIRECTIONAL BORE TO SOUTH BRIDGE
ABUTMENT. OPEN TRENCH TO STEEL
BENDS IF NECESSARY. )
466 -TA MANHOLE AS PLACED
ON ELECTRIC LIGHTWAVE
DRAWING NO. 9
4' -0" MINIMUM -'
CONTINUE NORTH AS SHOWN
ON ELECTRIC LIGHTWAVE
DRAWING NUMBER 9
EXISTING SURFACE
GRADE
71
18"
48"
- 6- WIDE MARKER TAPE
(CONTINUOUS ALONG ROUTE)
rSURFACE
RESTORATION
— BACKFILL COMPACTED
TO 957. OF MAXIMUM
RELATIVE DENSITY
O t CNCONCRETE
CLASS
`-�" CONDUIT
NOTE: USE THIS TRENCH DETAIL IF
THE BORE CANNOT BE DONE FROM
THE MANHOLES TO THE BRIDLE
TRANSITIONS.
DETAIL
TYPICAL TRENCH SECTION
r
I: LECTHIC UGH'
CROSSING AT E. MARGINAL WAY
DUWAMISH RIVER
z
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Fu"n •..1Um
SHEET
SEE NDRTN 119UTYENT
DETAIL ON SHEET S
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GRAPHIC SCALE
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SEE Sour/ A9UTNENT
DETAIL ON SHEETS
t0
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U1
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tO
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SEE CONDUIT SUPPORT
DETAIL ON SHEET 4
L-9.3-0033
33
SEE DUCT COVER DETAIL
ON SHEET 7
C.S. = CONDUIT SUPPORT
ELEVATIO\
LOOKING EAST
SEE CONDUIT SUPPORT
DETAIL ON SHEET 4
DETAIL DETAIL
CAST IN PLACE BOX GIRDER (WEST SIDE)
CONDUIT LOCATION
SEE DUCT COVER DETAIL
ON SHEET 7
PRECAST CONCRETE GIRDER (WEST SIDE)
CONDUIT LOCATION
t
ELECTRIC LIGHTNAVE, INC
E. MARGINAL WAY S.
Q
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0
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DUWAMISH RIVER
ELEVATION
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