HomeMy WebLinkAbout10-052 - Puget Sound Energy (PSE) - Project Plan Schedule 74 Underground Conversion for Tukwila SouthPUGET SOUND ENERGY
Exhibit "A" Project Plan
Schedule 74 Underground Conversion
City of Tukwila Tukwila South Development
PSE Project Number: 105052358
March 31, 2010
10 -052
Council Approval 5/17/10
Pursuant to Puget Sound Energy "PSE Rate Schedule 74 and as described in this Project Plan,
PSE will convert its existing overhead electrical distribution system of 15,000 volts or less to an
equivalent Underground Distribution System. This Project Plan describes work to be performed
by PSE and the City of Tukwila (the "City for the conversion of certain PSE electrical
distribution system facilities as described herein (the "Conversion Project Construction of this
Conversion Project is contingent upon and shall not commence prior to both written acceptance
of this Project Plan and written execution of a Schedule 74 Construction Agreement by the City
and PSE.
This Project Plan includes and consists of:
Detailed description of the Construction Work to be performed
Applicable requirements, drawings and specifications for the work (attached),
Operating Rights to be obtained for the Conversion Project (attached)
Construction Work Schedule
Construction Costs Estimate Summary (attached)
Revisions to this Proiect Plan must be mutually annroved by the City and PSE, including total
construction costs to the Government Entity listed in the Construction Cost Estimate Summary.
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Scope of Work
This Conversion Project will replace PSE's existing overhead electrical distribution system with
an Underground Distribution System within the following area (the "Conversion Area
Beginning at the northeast corner of the Southcenter Parkway and S. 180 St. intersection
(station mark 109 +00), moving south along the Southcenter Parkway /Frager Road frontage to the
terminus of this overhead system (station mark 151 +00) (this scope excludes the requested OH
facility requested to remain between station mark 127 +00 to 134 +00). Existing overhead
infrastructure exists on both the east and west frontages of the roadway and includes
transformers and services drops to both residential and industrial /commercial customers. Utility
poles along this frontage support street lighting and communications infrastructure. It should be
noted that the proposed Southcenter Parkway extension will not follow the existing Southcenter
Parkway /Frager Road alignment. The installed underground facilities are approximately 3,500
feet in length, including laterals and road crossings.
e C T16 //Z/ 3
Page 1
The Conversion Project includes modification or replacement of all existing services lines within
the Conversion Area to connect to the Underground Distribution System and removal of PSE's
existing overhead electric distribution facilities (including PSE distribution poles and pole
mounted street lights) from the Conversion Area. Costs associated with the installation of new
underground services will be billed to the party placing the new service order per Electric Rate
Schedule 85.
There are no Government Entity Requested Upgrades or Temporary Service elements included
in the Conversion Project Scope of Work.
PSE initiated upgrades included in this project consist of: PSE is installing additional facilities
beyond those required and allowed under Schedule 74 throughout the project. These additional
facilities are identified on the PSE plan set on the vault and the Cable Conduit tables. The
additional facilities will be addressed under the Schedule 85 portion of this job.
City requested upgrades included in this project consist of: None.
Temporary Service included in this project consists of: None for Schedule 74 work.
The following portions of PSE's existing facilities to be converted are located outside of Public
Thoroughfare: The existing overhead system between PE05 and PEO6 (Schoenbachler Property).
In conjunction with the Conversion Project, PSE will remove its existing street lighting system
within the Conversion Area. Provision of a new street lighting system within the Conversion
Area under terms of applicable PSE Tariff Schedules will be addressed on a separate work order
and work sketch. Additional costs will apply and will be quoted separately.
City Resnonsibilities
Responsibilities of Parties
a) Provide written notice to customers within the Conversion Area in advance of
Conversion Project Construction Work start. The notice will include contact information
for both the City and PSE, the expected Conversion Project schedule, anticipation of
service interruptions and work required to be performed by customers.
b) Coordinate other utility conversion, removal and relocation from PSE's poles.
c) Provide all surveying for equipment placement, locations, and establish all grade
elevations for the Underground Distribution System within the Conversion Area.
d) Provide all necessary excavation, bedding, backfill, off -site disposal, site restoration and
coordination for installation of the Underground Distribution System. This includes
trenching, backfill, and restoration for cut -over and transfer of existing underground
system and service lines from the existing overhead distribution system to the new
Underground Distribution System.
e) Coordinate private property trenching, excavation and restoration activity with private
property owners affected by this Conversion Project.
f) Provide flagging and traffic control as required for all work performed by the City.
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 2
Install and proof all ducts and vaults for the Underground Distribution System (excluding
work in ducts or vaults containing energized cables or equipment see PSE
Responsibilities) in accordance with PSE standards and specifications using ducts and
vaults provided by PSE. "Proofing" as used herein is defined as verification using a
mandrel that the duct and vault system is free and clear of damage, installed to the proper
grade and at the proper location and contains a pulling line.
h) Provide PSE at least ten (10) business days notice prior to the start of trenching activity to
allow for delivery of PSE materials to the job site and scheduling of PSE's on -site
Inspector. Provide at least two (2) business days notice for scheduled delivery of vaults
from the manufacturer.
g)
i) Provide secure staging and storage area(s) for duct and vault materials provided by PSE.
The City shall be responsible for the security and condition of these materials until they
are installed and accepted by PSE or returned to PSE's custody.
Provide labor and equipment for the off loading of PSE duct and vault materials
delivered to the job site.
k) Promptly following notice from PSE that the Underground Distribution System has been
energized, provide notice to customers within the Conversion Area informing them of
their obligation and responsibility to convert their overhead service lines to underground
service lines as provided by state law or to modify existing underground service lines for
connection to the Underground Distribution System. Affected service lines are listed in
the Service Lines section of this Project Plan.
1) Facilitate weekly (or as otherwise agreed by the City and PSE) construction coordination
meetings to include all relevant parties participating in the conversion including PSE and
it's contractor(s), the City and it's contractor(s), and other utilities.
m) Provide any necessary operating rights for the installation of PSE's facilities in
accordance with PSE's Schedule 74 Section 3 and as mutually agreed by the PSE and the
City. Operating rights are further addressed in the Operating Rights section of this
Project Plan.
n) Modify, reroute or replace service lines to City owned facilities to connect to the
Underground Distribution System.
o) Following notification from PSE that Construction Work is complete, provide to PSE any
Shared Government Costs as provided for in the Construction Agreement.
Puget Sound Enerev Responsibilities
a) Provide all duct and vault materials, cables, electrical equipment and components
necessary for installation of the Underground Distribution System.
b) Following notice from the City, deliver or cause to be delivered all duct and vault
materials to the designated staging/storage area(s). Acknowledge delivered quantities
and condition of duct and vault materials by signing shipping manifests.
j)
c) Following notice from the City, provide inspection services needed for overseeing the
proper installation of ducts and vaults by the City.
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 3
d) Accept delivery of the completed duct and vault system once the new system has been
proofed (as described above) by the City. PSE will provide a mandrel to the City to be
used in proofing of the duct and vault system.
g)
j)
e) Provide PSE electrical workers to complete duct installation and proofing when such
work is performed at or in any energized vault containing energized cables or equipment.
f) Install (except for ducts and vaults installed by the City) and energize the Underground
Distribution System. Provide written notice to the City when the Underground
Distribution System is energized.
Perform cut -over and transfer of existing Underground Distribution System and existing
underground service lines from the overhead distribution system to the new Underground
Distribution System where applicable (see City Responsibility item "d" concerning
trenching responsibility). PSE will notify the City for excavation and the affected
customers at least two (2) business days prior to installation, transfer, and connection of
underground service lines. Affected service lines are listed in the Service Lines section
of this Project Plan.
h) Install and connect replacement underground service lines to single family residences and
connect replacement non residential underground service lines provided by customers
within the Conversion Area pursuant to PSE Tariff Schedule 85. Costs associated with
the installation of new underground services will be billed to the party placing the new
service order per Electric Rate Schedule 85. Affected service lines are listed in the
Service Lines section of this Project Plan.
i) Remove the existing overhead electric distribution system including, conductors, street
lights, equipment, down guys, anchors and poles after all service lines to customers
within the Conversion Area are connected to the Underground Distribution System and
all other utilities have been removed from PSE's poles. Holes left following removal of
poles will be filled with crushed rock and compacted in accordance with applicable City
standards or specifications.
Provide flagging and traffic control as required for all work performed by PSE (except as
may otherwise be reasonably provided by the City during installation of ducts and vaults
in conjunction with City performed trenching, excavation, back -fill and restoration).
k) Attend weekly (or as otherwise agreed by the City and PSE) construction coordination
meetings facilitated by the City and its contractor during duct and vault installation and
while line crews are actively working the project.
Operating Ri4hts
The Underground Distribution System will be located within Public Thoroughfare except as
described in the Operating Rights Attachment. The Construction Work will not be released by
PSE for construction until i) all operating rights necessary for the installation of PSE's facilities
have been obtained and have been verified by PSE, or ii) the City otherwise signs an agreement
releasing PSE from any and all financial obligations associated with the location or relocation of
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 4
PSE facilities resulting from commencement of construction prior to acquisition of all identified
necessary operating rights.
Work Schedule Restrictions: None
Construction Work Schedule
The work will be performed in accordance with the following Work Schedule, unless this
schedule is revised by mutual agreement of the City and PSE or circumstances beyond the
reasonable control of the City and /or PSE preclude such performance.
Installation of ducts and vaults: Construction to start in summer 2010.
Construction Cost Estimate
The estimated costs to perform the Construction Work and the allocation of costs between the
parties are presented in the attached Construction Costs Estimate Summary. These estimated
costs are valid for 90 days from the date on the Construction Costs Estimate Summary page. If
this Project Plan and the Construction Agreement are not fully executed within 90 days, the
estimated cost is subject to revision.
Proiect Assumptions
The project design, construction plans and cost estimates are based on and reflect the following
assumptions. Construction conditions that are not consistent with these assumptions may result
in a request for change or an equitable adjustment to project compensation under Section 6 of the
Construction Agreement.
Cost Assumptions
1. The Construction Work will be performed in accordance with the Construction Work
Schedule.
2. PSE's Project Manager will accept or reject (with written justification) the duct and vault
installation work performed by the City within five (5) business days notice of completion
from the City. In the event PSE rejects any of the ducts or vaults (with reasonable written
justification), the City will perform the necessary remedial work. The City will then re-
notify PSE and PSE shall have five (5) business days to accept or reject the remedial work.
3. All PSE cables can be pulled through the ducts and vaults system to be used for the
Conversion Project utilizing normal cable pulling techniques.
4. A City Street Use permit is the only permit necessary for PSE to perform its work for this
Conversion Project and will be issued within two (2) weeks of PSE submitting a complete
permit application (including any supporting documentation reasonably required by the
City). There will be no charge for the permit or inspection fees.
5. The estimated daily productivity rate for PSE duct and vault installation is based on an
assumed availability of 300 feet of trench per working day. The daily productivity rate is
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 5
used to calculate the number of days a PSE provided Inspector will be required. During
construction, the Inspector will be scheduled in full day increments and in one continuous
effort. Changes to a continuous schedule require a minimum of five days advance notice.
Inspector time will be charged to the project for days that are less than the five days notice.
Actual Inspector time will be trued -up to the estimated productivity rate by Change Order.
Since additional PSE facilities beyond those allowed by Schedule 74 will be installed in a
common trench, total Inspector time for the project will be allocated 20% to the Schedule 74
contract and 80% to the other portions of the project, within the conversion area.
6. This proposal assumes the use of two flaggers, basic signage and simple channelization.
Additional traffic control measures are not included.
7. Work to be performed by PSE does not include installation and /or removal of Temporary
Service facilities at the request of others during construction.
8. All cut -over and transfer work will be completed during regular working hours.
9. Installation of protective bollards may be necessary at some locations and may not be
included in the project design. In the event unplanned bollards are required, the associated
installation cost will be a shared cost.
10. Where noted on the plans, existing ducts, either empty or currently used, are to be utilized for
new cables. The Construction Costs Estimate assumes that such ducts are in place and
available for use to pull in new cables using the same equipment and effort as newly installed
ducts.
11. The Construction Costs Estimate assumes that guy anchors are installed prior to the
installation of the ducts in the area. Installation of guy anchors in the same area as newly
installed conduits may be subject to Change Order.
12. The labor rate assumption used in the Cost Estimate is based on 2009 rates. Any work
performed on this project during 2010 is subject to Change Order based on 2010 labor rates.
Schedule
1. There will be a total of two (2) PSE crew mobilizations as follows: i) one mobilization of an
underground line crew for installation of underground conductors and equipment; and ii) one
mobilization of an overhead line crew for removal of the existing overhead facilities. Once
mobilized PSE crews will have continuous productive work until all PSE Construction Work
is complete.
2. All PSE Construction Work will be performed during regular working hours from 7:00 AM
to 10:00 PM weekdays and 8:00 AM to 9:00 PM weekends, excluding holidays, and
excluding the intersection of S 180 St and Southcenter Parkway. In the event that lane
closures are necessary for performance of work, PSE shall be limited to working during
hours as directed by City. PSE will provide a weekly construction schedule during the
weekly meeting. Once approved, PSE crews will be allowed to complete the work as
scheduled, without changes and work stoppages caused by other construction activities.
3. Work requiring scheduled interruption of electric service (cut -overs and transfers) will be
performed during the working hours specified in Schedule Assumption #2 above, and will be
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 6
scheduled with at least two (2) business days notice. PSE will notify customers of scheduled
service interruptions.
Service Lines
New Service
Service lines within the Conversion Area must be replaced or modified to provide underground
service from the Underground Distribution System as described in the attached Service Lines
Replacement Modification Requirements List. PSE Tariff Schedule 85 and it's associated
charges, will apply to performance of this work. The individual addresses to be converted are:
18800 Southcenter Pkwy. (M &P Company property)
*18010 Southcenter Pkwy. (Segale Properties /law office property)
Cut -overs and Transfers
Additional Considerations
PSE customers within the Conversion Area will experience interruption of electric service during
performance of the Construction Work when transferring system and customer loads from the
overhead distribution system to the Underground Distribution System. PSE will notify
customers at least two (2) business days in advance of expected service interruptions. Customers
may request that cut -over and transfer work affecting their service be performed outside the
regular working hours listed above subject to the customer's written agreement to reimburse PSE
for the additional cost (at overtime rates) to perform such work outside the regular working
hours.
Connection of new or increased load for City facilities (such as new traffic signals) under terms
of PSE Tariff Schedule 85 will be addressed on a separate work order and work sketch.
Additional costs may apply and will be quoted separately.
PSE Design Construction Standards
This Conversion Project has been designed and will be constructed in accordance with PSE
design and construction standards in effect as of the date of this Project Plan. PSE standards
applicable to Construction Work to be performed by the City have been provided to the City in
PSE's "Electric Distribution Trench/Duct/Vault Construction Standards, 2005 All relevant
PSE standard described above are attached to this Project Plan by this reference.
Temporary Support (Holding) of PSE Poles
Whenever any pole(s) are required to be temporarily supported due to excavation in proximity to
such poles, the City will coordinate with PSE to provide such support. The need to temporarily
support such poles shall be determined by PSE, and if required, such support shall be provided
City of Tukwila
Southcenter Parkway Extension Underground Conversion
105052358
Page 7
by PSE. As used herein, "temporary support" means supporting one or more poles for a
continuous working period of ten hours or less.
Acceptance of Project Plan
The City and PSE mutually agree to and accept this Project Plan as of the date indicated below:
For the City:
By Jim Haggerton Mayor
Date June 1, 2010
For PSE:
cindy R. Olsen Municipal Liaison Manager
Southcenter Parkway Extension Underground Conversion
Page 8
OH CIRCUT FEET REMOVED 5,040'
UG CIRCUT FEET ADDED 7870'
SITE OVERVIEW
SCALE' NTS
SORT Y'i BACKBONE DESTRIM1PPEON
TABLE OF CONTENTS:
PAGE 1.- COVER SHEET
PAGE 2.- GENERAL NOTES EROSION CONTROL REQUIREMENTS.
PAGE 3.- SITE PLAN DETAIL
PAGE 4.- SITE PLAN DETAIL
PAGE 5.- SITE PLAN DETAIL
PAGE 8.- SITE PLAN DETAIL
PAGE 7.- CONDUIT DIAGRAM
PAGE 8: TABLES
PAGE 9: TABLES
PAGE 10.- SWITCH DIAGRAM OVERVIEW
PRIMARY ONE LINE DIAGRAM
PAGE 11.- OH MAP UG MAP
PAGE 12.- SCH85 REMOVAL ADDER
ELECTRIC
SYMBOLS LEGEND
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PN DENOTES NEW POLE LOCATION
PE DENOTES EXISTING POLE LOCATION
NAME:
MARK A. SEGALE
LISA VERNER
JACKOLYN STEWART
CODY OLSON
BARRY LOMBARD
JOSE VEGA
SCOTT BOSTROM
JOB SCOPE:
"CITY DRIVEN SCH 74 CONVERSION
ALONG SOUTH CENTER PARKWAY
'•NCC SYSTEM BACKBONE ALONG
SOUTH CENTER PARKWAY
PSE FUTURE SYSTEM INSTALLATON
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PROJECT CONATCTS
COMPANY:
LA PIANTA LLC
CITY OF TUCKWILA
PUGET SOUND ENERGY
PUGET SOUND ENERGY
PUGET SOUND ENERGY
POTELCO PROJECT MGR
POTELCO PROJECT ENG.
PHONE NUMBER
(206) 575 -2000
(206) 431-3662
(206) 604-5959
(425) 395 -6809
(425) 456-2230
(425) 766-0993
(253) 606-4552
SUPERIOR
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SCH85 OH WIRE
SCH 85UG WIRE
SCH 74 MIN SUB
L SCH74 REMOVAL
SCH 74 OH WIRE
SCH 74 UG WIRE
SCH 74 0H TRF
SCH 74 UG TRF
PSE SYSTEM 101083427
CUSTOMER REQUESTED REMOVAL 108094972
L_ OH WIRE WORK 593110028
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enVa Rout «use g. Leaves condunro
Y epl Penetate roe 9 o0t bets cordunwheie 4 or 6 PVC'IS Instal
e0U0 Caen eac ern M °°u a con5e in the trench as
preven 08 8M1Y of die and maallar trench place the r gndu{l Nns
conduct Pmys dteo5Y as toe s na 0Cg a°Velalh to allows °cross a9
M sidle 081155 re conduct r*i b0 PU Thh0500W MaZetwn t a kink occws.
stra�Fh ei""e" uitend before 5111 udtoce:ntirus Nn
H eiler 8aexrstng p(mapnk and splice to new co
col Urn corduM a
r ound Primary Cable Cable raced for 151CV Service with� wd
2. Under9 c«ducmr ramdo utral Shag be Nn with
Na shall lea 110 AWcS rrnnu A 4 A copper prima cable of orviuobr and polyethylene tnslata socks shat be
sac 3 Pha un to zhsbn9 «Tbw cable W tlers a a p e r o ombrted. i am 3 shatl be
used to Wt cable. a ant fling {erasion force le fio irr
norv° gon ccrpinuatY n1Ornt« t S ound E nar
i Fn rn all 111°e$ nit l8?Bfle16571bs 1 r g onnn 0 ducting W rig open
D t,ot ens n arNels 85 0 ar. se kinks 0 shsN murd. App1V Puget Sound Ener9
pu, reph b� radars of e� y['ttlb y e g g v pang b reduce P t'r9 mnsion and b P«
V dd
P c0 shall be 61 stn Yathylene jacket
ton 0
10 blgu- moil of 750 MCM 04ua o si00* using eDDrable Po sters. Putmg bte shall riot
s Bere steel ca
A ppro e5 yMhrtRfmnmterlal zulDmant(wrt a r g p to P ae g n y �°°U E
00 d ff: vrslNnht Me obtain remd W n Noldy PugaC Ile for 750 a borts
ens jacket
�la�p cebla directly oar II uriri9W
a
Install d adequate e a b cable f 3/ as Y sidewalk areas to support pulling equipment and
y ypod an existing
0 is of 374' pl
Insvo01btemwan to sidewalks. th transtt°n from co ndunb lerfNn e ton
prevent 0fll)) 5088 damage 4500 b form a snao ar 0450 and cap and.
T pin acct coil cabmsp l 00 d p others cot t5 01 cabin
'rf la' p $pM
r ntinali°hs °rem
1
2247.St1
3. Termnet ohs and Splices
a wM,Due» to d ordeak�elb°ws In vauts ant
e d mrlribeer on b ad Ur a Energy `''DM 2247.9317.
nsmt e dteeted per Puget Sound po not suttee
f old shfmk 0 t mRnats on pale
hard fid9es or simian endosu
Space cable well eDprevvaulOLSplk P rid EnerY SPM 2233.2076
cedes m Nna betwee et Sound 4. Concrete Vaults
base material in accordance with Pug
E nergy e0 677 mriel. and compact base
tans to acimirrta nude eM ace a p gA ebv aon.61 4h road
Energy
fl sactonsb« emvatron or no hg t er� te s� abo
Instal end sk end saoaha 10 t0 T on stanch of by const
pWmb Selia mpof ach manhole.
61eva1ron
IrRStalf Ivthoemers es re5utatl location. Minimum imprY °ablepm
En «9Y S 6275. a1 aobiamtt m pare L
5, Grounding
Install d d r1- per pu 5 u 5 0 08558 dnivdue0 nd loop tnarde aAgl bate is ter 558' WejeConnecto t i aa c5 ad at each splice va
0n t nima grounding
i� re5
4 J solo. «m grounds par nnie.
unem0nt is 49routds pa
and Primary d cable) cat
UrdOrgro Cade applicable)
thsde va nosh 0th
6 Existing ace. Cutortol 080100lntdsgroundtoo ult Insdeveal ne
Abandon exiand existing cenMw rapiutral Puget Rermve or 01 exatrg vaugS
exisbrg eagle 1990 b Pupae Sound
Before culM9�
scrap cabin a mitti g agency
ne5uaed by Per
7. Tralbc Control with current specifications in M.U.T. D.
An traffic control to comply
GENERAL O V� EAD NOTES: &sPeC 9om.
1. Poles, conductors, devices m be instated Per PSE Standards
2. Pots ere to be installed or relocated as staked.
set shall be the class indicated on the sketch or batter.
3. At new roles ,*05 on at new Poles
S InstaN ground le assn a nd existing;etas es shown on sketch.
6. Treat grid numbers on new Naphtha ale wood preservative.
yWeswd i ate copper utdi ies. of Tukwila.
6, Treat at bald- drilled m coordinate between veil by the city 7. Customer/Developer ed poles-location %to be aggro
5. AN new and relocate 0010 V01110 0,0110.St
d
0t.
rs
1:11 CONTROL REOUN 1S
EROSION 3 SEDIMENT 50N050I SHALL BE PER A SE STIREMEAND�'DD CON7R
ADDITIONAL LOCAL JURISDICITON RECUIREMENTS' ENT 71Rcams4
0150.3200 TECHNIQUES POR TEMPORA E RDSIO50Ih SEM
A NY ADD Y HAVE ADDITIONAL REOUIREM SIGN sEs
(LOCAL 50550 JUPo SUNG ONS 0.5E EROSION OR SEDIMENT TMpIGAU ERO
NOTE DETAILING WNE S SECTION DETAILS OF IN SENSITIVE AREA .1.
TO BE INSTALLED, CROSS PITS FOR WORK
AR TO &SPECIAL REQUIREMENTS
AUGERED HOLE
POLE
V
�7) '5) DITCH OR SENSITIVE ARE)
TYPICAL AUGERED WORK SITE
PSE STANDARD 0150.3200 TECHNIQUES FOR
EROSION AND SEDIMENT CONTROL
SCALE. WOE
NOTE:
PLACE STRAW MULCH ON
DISTURBED AREA
PLACE PEA GRAVEL
BAGS (MID 9995892)
FOR SEDIMENT TRAP
Sae Preparation
new to e
tM'romma
DEVELOPER TO PROVIDE: CKFtLL, SHORING,
ALL CIVIL WORK: INCLUDING EXCAVATION, BA
5
TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT ECT 5/8" CRUSH
F OR UNDER VAULTS, COMPACTION, ALL HAR pSE (IF
RESTORATION AND RELATED LANDSCAPING RESTORATION.
DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING
REQUIRED).
She Pre50
Pr8gdma
Using Fluidized Thermal Bac66NB (5570)
6790.30
?roe at hxkaam6a bench w(tb FTB ths IMliwinguW dime Maxnrd' 6 3e,
Staralittd a ,03 0 y flaernrtd.' e Itoc ,"T ntmen0
"PVC Com301nsldW
u Wlwbnt "veleta OW PIS is
fltsm and atea preyed am 0 avaduin hank
beta u
,d to aettt Ja see FlP'rc 1
Cutaway view of typical bench with lk'dou'm *W5 veto
cssmorwos 10004
swan
At40f•
°141 f l0 should he Mnen os nihbv, vWen I F Ia(MU 80k0l a ondmi
1 Its-steel and 6Q t w•th bate m0Pm W00• ,ytetdednvno
iMCmb.'yd l sae FTa midway m rtn u.
T �ll hwe Ma 1ww11p Mn hxtul,eun6 pi. tbe
tie [rcn mia t. Tlrn. be6M^'n6m
low lnlWwmS min 0100.0
Procedure for Pinning the MS ea dhwhm should tie mar
pctme Plxemem tau. bits buts% lbe fotk„a'iaF Bmeartnmmimirt
P oo40l0 `t Ii01.411 Man be mms5'td by 0 ntte0r'B
Coaddl°^e g b n ll.c. natty mix concacu (fuck). ii "f sad Mhny FfBxk111 na 1x
FTS p 5000 xii Inns ...No the bmpu'mn 4
placed. 'B en wound. must have a umpeNUred40'F.MminB mY Pl•eM6
AI0htn /hen neerA EIS 36 m Inn sod 0nm6
.hanrro5 of Ow "life. by lxnthad w cash till.
.'nc�o bof1bc01 5armllhe xecmad
PAGE 2. -GENERAL NOTES.
EROSION SEDIMENT CONTROL REQUIREMENTS.
1 m I
za nr g
w
F*.eomwmmwen taW nyt PSE ra:6h cauredrl
aev T seo6 OOM a
,xeu,o-A ,or m,.a uvx,°' r a O11kMa
FlLa4a..m aMeAT wloraYFa
"MOM �tRaala
dsOVk' f eaa40 snor
aFlrylN�
7ffelOpY III°
w
P+Pa•rw Waste' faaa+a6 !WIN
"WOW
aaaala
r
a
WA I Ma a W O rxn8tvacefa
titans
a IP
tl0 IVP TIaV „aarWA
WWC 1p4 L..
1 rat Mo WP
>aev 'atrxT 1 r+ n°
ma MAIM Ws
WW1 ta. rap w,
NOWA DEVELOPMENT
Ses
p TUKVw r" 06604
UND 104741 ROSE T AwA
ENfita elalOaWaf +"'a"'
I 't
31
VAULT FARM
DETAIL 16392
764
FARM
AIL -2-
EXISTIG POLE
s
3 ss Sp eNOtuESS o N;,EwN�
µL3' WS6 EOS0 EXLS70 C041NE�
YAUL 40.M'.
EXISn JG 1 •164714 STINT'
AT 01= 3�M�71q RENNN�,N FEE0
E%i
M sg! �{SSIC+E�T
164
AT SSItK+ 6'gi M N b V�i110NS10 PEM�'
iNgTµy. is7T �gY1Nd
31 1 '1117 1�/MN,
6 x6 13 :L6E0
6171
AT 9E04: 93 6T 1 6S O N.
Tntt( 6 p,16TNX•+
.,cb: 31639T•16t 76 1E5 MNN.
1--a-113--CIA Fr 9409-1101760 5997999.004,9
REFER TO OW TABLES.
J1
4702
RENOVE
1�T
‘r-=---'71 64S•0
41 x1217
714 1001
04
16•112
64 71 .j M
L 4 JI P
001
ppATCN LINE -A- (1
MATCH LINE -E- (PG 4
SEGALE PARK D D
NAB LF DETAIL RxR
N01'fO
6M9+
0E113i 9REFERWt
J_gOX CLEA RENCE DETAIL
90110 SCALE
MINIPADTRAN',- MERDETAIL_
S E'NTS
1
����y1�
�1y vxa x7V834VHd£ 4PLM'JS (Nnos
a� -I Og d'1lN)kfl fo
1{J3WdO
t_
vd
Pnx 000,e WO
aV+q °1w+ aaw
1• 000
N 0 3S VM1
M1t Ot7
y„ dp.Ya a
WI Iv
m
O
0
1 O ellndl` 3O11dS
'IId13O r^
p.w
aVA"'
dt:
'U113O ViadH DMA
S3 18 dS 1ON 1 S M
coReissa owe or, at.00riv
99Y
uslx3 9b
p3p4164'( 0assi '"i
gyVW3ao11 31 Y
LL� �°f�(£7TIVL'
T403a01�1 3 e ".4 a 40 n I t
ILL �1
:g31 ,ON 11(1YA otiLLSot3
391`' a S
�rigy3g33d a9r+g'''� aTad y
w w insr5 9 w ts
LL 1n3a 4'I4tttd N19a1
g im,30 X1t3N IE 7IV19al
s°L�Atma'�aw �n3w�on3a
(HSt10S �KO HO� t .9 1V
rr
igt vot N3a 3 S1NNt
pyNaq 141:843x: 19W
{N1npS)Ua A 9{931Hdlr
Od `JNLL
:g31ON
531
:OM -g-11‘41.343 Wad
130 Wiid�
it
0 00• .9-.'/.'
-t- 1 Wad3 1
094491
Zang
ZyL49{
GZ9{E
gNUSI� 60�.�
85Z9
OOh�b 3 1b
f1
y
/GLt cgg4
lei 56{911
3Z g s AN m dV t15no
ON
woos
00, {494
3:7
£00% L
rn V i oaat/
10Y L L91
WS 1 g i
�1T Jd )_9. 1 169t9 t
ypn3 I,
9
3roria OS 19
N't71V, 0044%
9.949
Ot 191£
gNLL5
e ssre
9£ISIS
F3
9 g 1 4 a 0
t was
In ea 'ar µO1 W
dW
l£
ea)
1
TYPICAL ,1A302 DETAIL
OFF TREf4CH SIDE:
315666
164528
VAULT FARM
DETAIL -8a-
64405
31
64507
VAULT FARM
DETAIL -9-
SITE PLAN -C-
SCALE .1'
164574
CUSTOMER OWED
PRIMARY METER
VAULT FARM REMOVE
DETAIL -7a- X27318077
1007 !6457
15804
104533
MATCH LINE -B- (PG 4)
MATCH LINE -C- (PG 5)
316056
6077
R316(
164
VAULT FARM
DETAIL -8-
J -BOX DETAIL
8 EI LC?I SIDE.
MATCH LINE -C- (PG 5)
MATCH LINE -D- (PG 6)
61574
VAULT FARM
x DETAIL -7-
VAULT DETAit ;1 ;16!! 7b
e
SITE NOTES:
AT NE02: NO.GRID /051671601
EXISTING CUSTOMER PRI. METERS REMAIN
INSTALL (3)5 LB EBOWS
'NEW FEED FROM 6N37
NEW VAULT NOTES:
REFER TO VAULT TABLES.
74P64W
7a NEW 6�E r
'1 r
'N'1114 5 11® ®E i
1'i L 776
SWITCH VAULT DETAIL
SCALE. NTS
Tm«,art
AeN64INeBde(4)
ANugcde Cover
240 Ix
(2)38yuen.
Sep
Seeon
BSSM
Hen.. J
4»o a.
NOTE:
TiMw wear NA W 6664 and •808.0 4 6NSW0 grab
ben0 AO NAN.. Doh. Te.In4414n r. PAPeear,we or
Stoma. cmy
JUNCTION BOX DETAIL
SCALE. NTS
M Top Cosy AWE W 4kN1d an0 W.I.4 Frei Gra.
uarq,M A6Ie74E4 Bolo Tee lne44bns b Pavement or
SEwvab ore/
SPLICE VAULT DETAIL
SCALE. NTS
6150110 BY •,.��r
TOP
49'
(SA .PNA
MATT
(Sw NOTE C B.6l SIDE NEW
h 40•
J! Id
76767+.6 001. u. 1400701. PSE 526.
4a65EEa
Len.I.. R.4..r I "''m` CGS, C w t L° xeuRNEmoA ee ra iE rw oar
1 wama N.4, +w� m. 77 �n .own.n
FNaaln0 Re* w I r
of TMaWA
,PUN.1011 CONTACT MONS AS WS
2 1 1 1 t- JAN Wm #S71.4004 0.10
24 710,0
SEW I DATE I By 110.011FTgN ENGR -CAS NA N/A NA
COUNTY
L75 tl IOr WI6. POWER wxcm pp BY 97on SWAN 13.00-4662 .6/10
FHECCEO fie
77ROVEDer
ORENAUa,
.FNAP N0IPOAERI I 4 7 t 7. ICgtCUR N �7'di ENU1
Nu. Pwc
IOW PA RE ANMNOEN[NTS
SIDE NEW
ESWVeWn -N CVDlcy
E vavalan 32-16 w4 ye.
UTILIGES1 NN
NGT eNe
NJA
Nu wA I wA N/A
*puce r TUKWILA SOUTH DEVELOPMENT
SCH ]d d 3 PHASE BACKBONE /DISTRIBUTION DESIGN
MAMA We Mb
0
01
0
00
N
W
03
00
NA
INCZENT 1.1X
1..,, N4 I e1.1 G.
E
VARIES 15 OF,2
SITE PLAN -D-
SCALE' 1 IOC
MATCH LINE -C- (PG 5)
MATCH LINE -D- (PG 6)
NEW SWITCH'
200A 0
030A X_
wEN TO
ONDUITS TO
WAL GRADE W,/ I
ENCE LINE I
VAULT FARM
DETAIL -11a 16 4446
TYPICAL J- ROXB'h-TAII
OFF TRENCH at,
.r 31581:
184443
NEN
184468
EXISTING
315807
164461 -1 /rte VA T FARM
3157 70
1644
315655
54456
64471
5882 VAULT FARM
84458 DETAIL -10-
5885
64468
u46D VAULT FARM
5784 DETAIL -12-
E4450
AIL 00511Nc
315907
164478
-N
644
5-
J-8Ok DETAIL
E SIDE:
ai 51 VAULT FARM
DETAIL -13-
a1P
h
VAULT FA AIL -12
MA DETAIL 12- 7.
ro
(/AU L FARM DETAIL 1°-
7 7.7.4 1
LJ_
VAULT FARM DETAIL
7-46 sH
VAULT FARM DETAIL -13-
s� v 'Lomas Ap.9wT
53 A 'lam«
SWITCH CLEARANCE DETAIL
SCALE: 6015
CURB OR EDGE OF PAVEMENT
I I COOLING
FINS
L 1
REQUIRED
WORK SPACE
AREA
CURB OR EDGE OF PAVEMENT
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
SITE NOTES:
NEW POLE NOTES:
NEW VAULT NOTES:
REFER TO VAULT TABLES.
T MIN
S A
REVS I DATE I or Mex6ETMx ENDA -cs
EMT FACLITES...0E1 E1M
UTILITIES( WA
C PNONENI NA I N/A 1 WA
PIZET TUKWILASOUTH DEVELOPMENT
SO SCH 74 3 PHASE BACKBONE DISTRIBUTION DESIGN
TUKWILA WA 931213
DESIGNED ST P POTINC
U "��ACCE53
i 000R
1V MIN
`CONCRETE PAD
ROAD OR
PARMNG AREA
AT PN01: 315907- 164458 MEW)
NSTALL 40' CL2 WOOD POLE GNDS
NSTALL 30 DE (EAST)
NSTALL •3( 750 AL CS FEEDER TERMINATIONS
NSTALL (3) 600A DISCONNECT SWITCHES
NSTALL (3) )6 AL STERMS ON WOOD ARM
NSTALL (3) LB C/O LIGHTNING ARREST. FUSE@ 100T
NSTALL (2) 4' RISERS ON S.O. BRACKET (CAP 1 10')
NSTALL (2) 6' RISERS ON S.O. BRACKET (CAP 1 10')
NSTALL (1) SINGLE HELIX ANCHOR 20W
NSTALL (1) 7 4 6 PRIMARY NEUT. DOWN GUYS
NSTALL SW# (600A)
NSTALL SW# (200A)
T AL MEN. r0� n WEA
0
0
1 2 S 00 00 1.14/1701.1055 G2547731
CALL 0901 AMEX
2 BUSINESS DAYS WORE TOR DM
IFUNCTAM CONTACT 1.0.. DATE
ENOR. POWER Scott B«e«n 23190.-ES2
WAW KNO IEm• 0)0 IO M 10 WKq (POWER WKCiR I D Stamm Be 251.906{552 43570
N SEC IOP MAP Np ITT MAP IFOREMANMBY
14466 NO POWE5) I OX CRT I UO I CWCUINO �EMANC
'C I TUT
I +n3szn�13
SCALEE PAGE
RTES I3 OF 12
S1N
Wy��d ►a 11001400
9
1004
9l
,t t ±RR
aki
41 f RR
;sup
as
1
1
r
Vault Equipment Table (NEW)
sr
VN01
VNO3
VNO3
VN.
5407
5506
5909
V1410
VN11
VN12
V613
5414
VN15
5416
VN17
5116
VN19
5121
VN22
VN23
VN24
VN25
VNm
VN2.
VN27
5128
V629
VNE
VN31
VN33
VN33
V634
5636
VN37
V635
VNE
VN40
OM w3= I 7]4654 E�.U�911 Tn�wbim.r
la mom Irr Lund
Numbr l EwLer4m I T 1 I u Laa.
616194 84711
681746 lm Bm1.
184712 676HHM.4.1 eaor *Mho Jan
316394 N «5 661113657
184712 *116.60- H06
184712
31691
164711
316381
181884
316392
184100
316385
164684
316362
184693
316363
184694
316361
184694
316369
164E61
316308
164646
316309
16647
316337
164647
316.6
61644
318304
164643
31534
164703
316253
1.702
31451
184703
3 152E
64615
31440
184818
1.617
164615
154629
318160
164825
161616
310165
164601
164602
9151x6
5.03
16.1
316146
164588
31636
1.553
316100
1645.
316099
164585
315096
164584
316066
1.583
315076
164574
315077
164574
3 16053
.5.
3 16058
.547
NH
L6. aMVd
4816
676145M1665.141.rw6
mama
056!0
64'41110 07
6106 NH.2.4. 14616 cav
1411 PY.
Sgtl 615.1
1 PM SV
Sa Nt lfwed
37 RNA 140 TRF
1]6349
Jm 9.1.04.
7641 Jm
2954 MP'
20640
0451110462
wNise6 nes
war 666.6
6761MM04416M.mw
85746
576 HH 84.4 -201186-
564560 Hole 04*34 25
um6 1.19
675 Jm B.br I.
X6 .4A.1W 0 JAU I 9
84 0.111052 A I
5 1636 76 711
MmN 790 >110
6856 Jm B66w
675X84 84 .445 69 mv« w 4Pa J
6411116487
6106 HH ./4069.66
675.1 00 Jm 00.J.
84 46516. wv6r w /4.Pw 184
Mud 4596800 VA MP 0PF
Unled
M wavw I 2�N240
6487 w �f
6.14 8484 673,0 1
6]6HN .rav
160'4.2
_ate _18814
54.1110587
M+0W666
MM
4816 Jm Be. Cm
875. re/ 55 .Ne care
6411 64.7
656 .d M „6 9 4
666.
676X6 w/4.Pc. I 9
_MAN 4.«N
4857(63 3430 B6aw
67 M .4445. cover =dPes J.
4'8565 113 5NVA 1336
W/ ANTI SRO CR 277/450
1184
_Male
6
MI5 514661. my
5. 96.0
676 HH xi .6456 4.14Jd. I 0
0811110637
o6. re/ w/r.61.w..
Jm Bmmv44604
576 NH wAN..
_MAN
40575 Jm 584. G4..
675 HX 8466.4.
•4 6.11 552
NH Ma.«66N6
/Amu 407.,6_
5575
57.11 641841.51.4.«
0811116x07
5100 NH 5 40841.64
04.3
5100 111154 u .4.66.
3804 675 X6 69. J
446664 m4r 4f<.3
M 063284 1.1.66 Yermaan
4817x6' 343. B.bxG
5766 X546.16616 amp 4Pas3
MAW 7569. M
42xbXM AMP IR
5.516 1.240
4.
Jam
M 511. N.. er 6611 -1,,,B t
16■11 700693 um
48575 Jm B6.
676111154446W.ww 435.46
ASB 166
N 1 191TM 9RICE5
INSTALL I3(HAMMERNEAi 71
1
INSTALL (95E0 TERMINATIONS
INSTALL (6(19 7ERMNA1055
INSTALL (9)]60 TERMNAT
INSTALLM(19TERMINATO
OI
I
014
1
INSTALL (3)7E0 SPLICES I
INSTALL I3MTE 1
INSTALL IOlt TERMNAT
1
I
FOR FUTURE 166D3641TC1
93
CONCRETE ONLY SF
TRF LL BE ON L E.
COM�eerc �n �v FR 66
I
FOR 70706E 4040S6I1011
9S
115
fOR FUTURE LOAO'SWITCII
192
16
_L
13
74
FOR FUTURE 303004610(1
lu
14
y
FOR FUTURE LWDISWITCII
FOR FUTURE 1.0435WI001 1
I,5
I
Vault Eq Table (NEW CONT.)
SY OM I V.4 Sls
Nu T E 651n F.A.. .�•e
mMr 1.6.04 1.6.04 a 4144
V3443 315695 'A 113 DL
6411110467
184537 550 NH M
VN44
5445
.47
VN48
V643
V651
5152
VN.
VN55
VN57
VN55
VN98
VN50
VH61
51482
VNE3
5464
V665
.66
VN6]
V666
VN69
.70
VN>t 315.8 _18x11' 1m
2b%
B.5o w
5 5
ro HH Ma Ptrrn
�iWW �V�iU
O6n N• M
Vault Equipment Table (EXISTING)
VE01
VE02
VE03
VE04
VE05
0006
VE07
VE09
VE
313394
184535
316639
18450
316866
18460]
31693]
181496
31588]
184471
31•
184472
315855
164471
315896
184471
315869
18450
315887
164460
315537
164150
315.6
164660
315563
15.58
3 15950
84458
315354
181467
5353
184158
315853
915562
144458 I
315&53
16644]
315855
8446
315819
60154
315319
164443
1944x0
315760
161460
315771
8.51
316771
164450
164451
N w 6:601124
0112 T./3S.
E 6 ObOem
31.25
1.716
316412
164710
31.10
1.710
31069]
1.TS1
310397
1.7]5
31458
1.700
316237
164742
NO
GRD
NO
GRID
316213
161030
466.75 m
aro HH M.yWWw« JJ>u
6/0111057
66101 566 .51
u. 75 Jm BNew
NH4.¢.161..wr 6f4(31334
5100 NH 6100 5tlFWM16
18'46
67551 5 461.14 mw
YmM 56.185
PHA. SKI R
1.454
0/11160465
66 NN
6411166
6166 6HW64141.616¢v
u u 71.16.
6'4111'16465
UN Mmu
6100 HHM.6 am
Mwu
0462
610011.4406pMSb
I w.
68575
576 NH M.6F.1.N.
676 HH Me
N 'S
45111046
610611116/ a40166616
81746
AS NH M 4045.6 mve
4817x6 aox
W AN 71 11a1,1 HH8440.34.6.2 w44-P4 mr .6
04.6
610018484 5461609
461746
6764615
w 1M 6510011.51.... 61001/ym.6M.w
4816
NH M 665 cover
JAN
160x06
6106.5 5.14614.
854tt300e. Daca
.41 x ]9071
wa 7636902 1.4 .gees
48575 344
Nw 766. I N u 161
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466 11651. 60 a.6o
306556146. 1 45.6 ro I
N 74 954
mars N serene.
use 66 Dom wa JB4
ers000
6.11 Inez
.5.7 I u
mu 105775 11 Jm B.I.Grn
8123 54544.6.
48154 J- 9m O
5 9
M.. 3. w044b 603100
84 30 PM yes
uww 25146.11. Hoare
5x
.0466.1
MEM
Tmre1n12
ID Nu m D
AS6ULT INFORA S6
FOR FUTURE 10231 101 F
INSTALL (3)700 SPLICES
2
NSTALL (0(7®TERMI W.TIOOII
I NSTALL (3(19 TER/46411
I.
FUTURE STATION FEED I
.TALL (0) 750 TERMNATg15
INSTALL (0( 760 SPLICES
FOR FUTURE LW
FOR FUTURE LOANS TC11
FOR FUTURE LWO'SMTC11
FOR FUNRE LWDAVITOry
(SYSTEM COV ER)
(1)ROM. TERMS
INSTALL
13175084884 TERMS
HEW .•,50nNED
HEW CRI07
REMOVE
FOR FUTURE 1043361011
REF. ONLY I
INSTALL WILL BE ON
AS8UAT6.645106
7mmuvcwrp4 1
,663.6m. PE01 I
1317501.4 ST SFUCES
INSTALL
(6)75300AV SPLICES
M 6084645. row
PF(12
660
PEO4 1
PF05 I
PE07
PFOR I
PFOO
P5110
XFMR DATA REMOVAL IS PEO4
GRD
SIZE
CO. D6
SEC. VOLTS
10
CO D0 CO. De
SEC. VOLTS SEC. VOLTS
XFMR DATA REMOVAL IS PE06
GRID
SIZE
00. IDs
SEC. VOLTS
15
XPMR DATA REMOVAL 62 6E07
GRID 316361- 164702
512E 10 KVA
00.106
SEC. VOLTS
XFMR DATA REMOVAL (0 PE12
GRID 316258.164663
SIZE 15 KVA
CO. IDS
SEC. VOLTS
XFMR DATA REMOVAL (0 PE79
GRID 316179- 164627
SIZE 375 KVA
CO.00
7 9 t%,v01TS 116178 164877
SIZE 37 KVA
CO 113 S
SEC. VOLTS
GRID 318179- 164627
SIZE 37 KVA
CO. D
SEC VOLTS
SCH 74 RETIREMENT POLE TABLE
POI F 0414
ORIn9 HFIOHT 3, ASSI YEAR IOWNFRSHIP
31841 2- 184714 84, 1 574
ND -ORIn I NA I Na I Na
316394- 164801 81.
316007- 564075 1 40 I n64 1 1969 IPSE
316387. 164094 1 45 1 Na 1089 5,9
316361. 104707 40 1 Na I 1 060 !PSF
116 0 4- 164691 40
316304.184655 40
316577- 184673 an
1 40
1u.:
.1 2 -144
7 -141484
PF25 310113- 164595
PE26 1 31800 184588
318077 184572
514254 I 31391150. 164574
316397 164675
KVA
316387 -164803
KVA
arl
en
40
an
SA
40
NR I ^993 In.
NB
We 1 1069 1 00E
ern
PAP
nIa 1044 P
n/a I No P@0
514 I lea PSF
5(4 1 1984 PSF
XFMR DATA REMOVAL 6 PE20
GRID
SIZE
CO. De
SEC. VOLTS
CO IDS
500. VOLTS
316162- 164019
16
KVA
XFMR DATA REMOVAL IB! PE06 XFMR DATA REMOVAL Al PE27
ORO 316388- 164694 GRID 316080- 104580
512E 530 512E 25 KVA
BOOSTER DATA REMOVAL 0
SRO 316277- 164673
SIZE 900 KVAR
X
Y
1..11UJJIIN63J LAJIVUUI I I HDLG
ON
xNHDI Lm P 154 Typo
x I FIELD 0108433
x02 1 FELD1000
153 I FIELD 1000
1re4 I FELD LOCA
1 FIELD LOCAT9 I
x I FIELD LOCA
FELD LOCATE!
X00 I FIELD LOC7.
1Ne l FIELD LOCATI
x1 v I nl rc.m
X. 1715(010CA
012 1 FIELD LOCA
013 VIEW LOCATE
064 I FIELD LOCAT IE
056 1 FIELD LOCAT!
71 FELD LOCATE!
817 I FIFLU IOCA
X10 1 FIELDL0CA1a
FIELD LOWS
I 0 I FIELD FIELD LOCH
f E! tonAm
117! I FIELD LOCH
1[74
1 FIELD LOW
FIELD LOCH
wr6c4
64 5 1.00•
e.N.• rm
30B1.GRE PVC (11)
0
600120 GREY PVC (11)
•0499O PAR Cape
0
204 To9416 PY Plug Cap
SECONDARY CARLE 8 CONDUIT TABLE
MMER
AgNIORM
lrelinl7enmoms8_
P11r"111P 1 =nR.7nMIMMI!!i
•IMIN rs Y I na...
15 1 9. 7. 16 6
Service Relocations and Conversions
Name end Address Meter Number 4.d Point New Point Service Notes
^FDelivery 0 Assess,
/155-1515. 5 9SM Ar.F 1 PF18 I 5563 08 IF*K..,o tr,d r,. �•414w
713
I 11 OM.wrw 8414.•,.
1.26. 0
I Le446Pyw6
10532::
1 I
I7/
*R0.ECT UNCTnN
I I I MO6
#ENOR POWER
ENGR -GAS
k0 00ro IEme56d r 80V w A W POWER WK CRP 'DRAWN.
I 50535 'CHECKED BY
U SE. LOP µ47 4 1.17 MAP VORENA MA
AM P80 00050> 53 3Mwr rev:. 9MP 106020/00 rp 5155-
UTILITIES
CONTACT
,HONE
1050523581
JOINS FACKmE3 AR64.661.1I6
WA I NM i A
TUKWILA SOUTH DEVELOPMENT
SCH 74 2 3 PHASE BACKBONE I DISTRIBUTION DEVON
TUHVAU WA 00166
CONTACT
4. 064
Sm6 .m2
RA
500 666618
I PL7 71r OF TUKWILA
PRIMARY CABLE CONDUIT TABLE
BENDS PULL 02• L3NNlt
*Look2riesorion ii.
vcrwrrimo nsersummos mournmilmorernmotor
r �srFAirseurtrlsssntsliros •e
o rrourrsoncia ssimono
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n
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5c7H 7 08 150
SOH PATE 7' OB, 20000 950 3 3
542126 PATE '2
Pen, W
PRAMFet CABLE
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nteNo nF
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I
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FOREMAN NOTE:. BE SCH80,
ALL ELBOWS
40045 tphei bdone 022010 2002.
ben for 467
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030252.5 VA 41 MP,LJ 210
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3 PW R0,,.i! 4. E =Po' I
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3 PP 7508
1 I ARRuLT INFORMATION
Ri aC4NE1�
1
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VI
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1
1
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UNDERGROUND CABLE REMOVAL TABLE (FOREMAN TO FILL IM SCHT4
cI Tv03 IFN3+TM t
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SYSTE
COND. TABLE (600 AMP M cA42 sum+
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111110311
O.H. WIRE REMOVAL TABLE (SCR 741
25
1 220 0pp__�� I
4 AM PR 77
t tit I
�AY2 HEIR t
c 5352"RWS.R. T I t UT• 323
TOTAL 11 TOTALE)32ASER &32 NEU r
1 PHASE) 325
TOTAL It %2ACSR& NEUT. (100%`f
6
eve 00032246753 76 202 70 1200504Ou
4444
J3EQ1131145L' 4'4
922 w
Ew6 .T
Fw AmwuP fiNrw.1211A4AEl PSE 0262713)
CA
A 2321 A2A
ANTS g a yN R m•d I FAI ESTATFJEA9EMENr YE2N0
r q f ITV.C.Ac 0A
'P PnMT 1 REDT c L0T 20x0 Nn
f10130O1 247E623g 322110 1 €.R P° 5.11.601 2551.-.2 3.
2
I NA Nro. WA
I ENOP.GA9 S. BrWn' 2S,...... 4A
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:DUNry p.3.3 1 62)2 oc7 l- {{0A0EC00003 ANA xrw 1/01509 kp9ZOVEO r
IN SEC 109 VAN. N4
;U+AP NOIPC
,2+PR1 IHee•ei� P NAS I 130 0 62099 Nu WA
Nu
TUKWILA SOUTH DEVELOPMENT
SOH 748 3 PINSE SACK8ONE DESIGN
A U13D
107/1
COPT.,
PUGET
SOUND
ENERGY
DESAME007 3 OOMC
AANNAlf
1050523
PAGE
VANES 9 2,
Avearevavi'''
5
a sn t49-
co
)1861
30 100T
30;
A X2050
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ul X1622
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A
9207
OT
S 209
ti
OVERHEAD MAP (BEFORE1
SCALE NTS
t
1, X -6521
100T
y
3
4
I OOT
X6303
X8281 X 3422 30
IOOT
301
st 4 30
2
30
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OVERHEAD MAP(AFTERI
SCALE NTS
NIX
30
30 30 U2
5
.34 N•K
T
UNDERGROUND MAP
SCALE NTS
"MAPS AND RECORDS NOTE'
FOR AFTER UG MAP REFER TO
PRIMARY CABLE DIAGRAM
SEC
FUNCTION
1 1 I PROJECT NOR
I ENNA -POWER
IDESCRFTON EWA -OAS
NEW CaiE Eni. Sq p.. wEGV IPOwER wN CiR I� B
er
aoNE I CCNE Z
PO=„r
UN NOIPbWERI I761r I UCC. S° r 3CNTNO t::: 182
JOINT EFENTS
IMES N/A WA
WA N/A
N/A A
N E
PUGET TUKWILA SOUTH DEVELOPMENT
SOUND SCH 74 3 PHASE BACKBONE I DISTRIBUTION DESIGN
ENIRGY TUKWILA. GAM
OESISNED ev 1g) POTBfDI C
CONTACT AXONE NO
Awe Boatmen I 261.114552
SNW SWANN 1 252'1 -ec4-2
(2)6
'x.06
REMO -1
3162
164630`
jt
�'t
T�
SITE NOTES:
AT VE10: 318213464630 IREMOVALI
REMOVE TRANSFORMER AND ALL PSE ELECTRICAL EQUIPMENT
ABANDON VAULT TO DEVELOPER FOR REMOVAL
XPMR DATA REMOVAL ED VE10
316213- 1643000
150 K A
GRID
512E
CO ID4
SEC. VOLTS
REPLA
3162(
16461
31(
161
TOTAI
3 PH 1/0 AI .IK PRI=
'"VIP
EXISTING
315906
REMOVE
315832
164524
UNDERGROUND CABLE REMOVAL TABLE (FOREMAN TO FILL IN)
LOCATION 1 CABLE TAO 1 I
FROM I TO I A PHASE_ I B PHASE 1 C PHASE 1 TVPF I LENGTH SCH MANUFACTI IRERI
VE08 1 VF10 I I I 1 ;4 PHASF 1/0 At IK PRI I 145 I 85 I
EXISTING
315905
64534
40
(2
YEAR
REMOVE
15857
4526
REMOVE
,0315832
'C__ p5y7
REMOVE
315802
164531
REMOVE
315878
164533
REMOVE
�Dngnee E]
COMMENTS
REMOVE
15904
64544
SITE NOTES:
EXISTING POLE NOTES:
AT PEN: 315805.16463A IEXISTIMGI
REMOVE EXISTING 30 POLE TOP PIN SETUP
INSTALL NEW 30 DOUBLE DEAD END AS8EWLV
INSTALL (2) PRIMARY GUYS
INSTALL Y. NEUTRAL GUY
INSTALL SINGLE HELIX ANCNKR 20E7 WEST
RE- TENSION SPAN PE31 TO PE33 FOR REMOVAL OF PEW
AT PE32: 315904-184.544 IREMOVAI I_
REMOVE P86 POLE MID ALL EWIPMENT
AT PE33: 316903. 164570 IREMOVALI
NO WORK TO BE DONE AT POLE
AT PE3A: 315832. 164627 IREMOVAII
REMOVE PSE POLE AND ALL EQUPMENT
AT PE35: 316632.154524 IREMOVALI
REMOVE PSE POLE AND ALL EOVEMENT
AT PE36: 315662. 184531 IREMOVALI
REMOVE PSE POLE AND ALL EQUIPMENT
AT PE37: NO RECORDED GRID INEMOVAI l
REMOVE 10 KVA lx&V POLE 105
REMOVE PSE POLE AND ALL EQUIPLENT
PE31 I PE32 I X I X I
PE32 PE33 1 X I X I
PE33 1 5E34 I X 1 X
O.H. WIRE REMOVAL TABLE (SCH 85)
(1 PHASE\ #2ACSR #2 NEUT. I
(1 PHASE\ #2ACSR #2 NFI)T. I
(1 PHASE\ #2ACSR #2 NEUT. I
RFMOVF SPAN (.I IY
SCH 85 RETIREMENT POLE TABLE
1 PE31 315904-164544 1 40 1 2
3 164+33 I 40 4
315857 164526 I an 4
3 15832 164527 I an 1 a
PE35 315832 164524 I 35 1 4
PE36 316802_164531 I 40 1 4
PE37 NO -GRID I 40 1 4
EMmw R.
P
HOx xM
105052358
XFMR DATA REMOVAL (0 PE27
ORID
512E
C0.10
SEC. VOLTS
1
10
NO GRID
245
240
230
60
320
TOTAL (1 PHASE) #2ACSR #2 NEUT. =1405
1 DATE ET I IDESCROTpx ID IENOR
WW1
I xln� I z P 505015 ICxFCxE00v
OvEDSv
�C I �OPEMAx In
A Iro7PGVE1 I u I O xA IOC �,1APEM
JOINT FACILITIES ARRANGEMENT,.
NIA
WA
KVA
PUGET TUKWILA SOUTH DEVELOPMENT
SOUND 50474 8 3 PHASE BACKBONE) DISTRIBUTION DESIGN
ENERGY TUKWILA WA EOM
DEE5NEO00 7 P019GD
F..canNx. 4351.x. I4MCALL PEE 05641711
M NESS DATEBEFO )C q
W REDn luemu
CONTACT 1/140NE NO DATE
P ROJ ECTM R Jou V. .,1440320 vino
swe /E mm 253W44b62 2,iS't0
WA
NIA
May 27, 2010
To Whom It May Concern:
This exhibit is to outline the needed easements that will be needed to complete the Schedule 74 for
the city of Tukwila.
The site: Vault Detail —1- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 115 +00)
The site: Vault Detail —la- will require a 20' x 10' easement with in Segale property
outside of the ROW (station 115 +00)
The site: Vault Detail —2- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 120 +50)
The site: Vault Detail —3- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 127 +00)
The site: Vault Detail —4- will require a 50' x 25' easement with in Segale property outside
of the ROW (station 2 +50)
The site: Vault Detail —5- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 134 +00)
The site: Vault Detail —6- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 139 +25)
The site: Vault Detail —6a- will require a 20' x 10' easement with in Segale property
outside of the ROW (station 1415 +50)
The site: Vault Detail —7- will require a 60' x 25' easement with in Segale property outside
of the ROW (station 148 +50)
The site: Vault Detail —7a- will require a 35' x 10' easement with in Segale property
outside of the ROW (station 150 +00)
All duct work will be with in the ROW along Southcenter Parkway with in an agreed upon joint
trench which profiles will be provided for by LA Pianta LLC though North Sky Communications.
All further vault farm placement and associated work along Southcenter Parkway to the south,
ending at S. 200` Street, is considered with in the scope of the Schedule 85 work
Sincerely,
Scott Bostrom
Project Manager
Potelco, Inc.
PUGE T p)
SOUND
ENERGY POTELCOINC
A Quanta Semites CaapanY
PUGET SOUND ENERGY
Construction Costs Estimate Summary 1,2
i 100% Government Entity Reimbursable Costs i
Prior Total 100% GE
Private Gov Req Temporary Conv /Reloc Reimbursable 100% PSE Construction
Shared Costs Conversion Upgrade Services Within 5 Years Costs Costs Costs Totals"
1 Estimate 1 Estimate 1 Estimate I Estimate 1 Estimate I Estimate 1 Estimate 1 Estimate 1
Company
Labor 2,000 2,000
Matenals 314,600 3,100 3,100 317,700
Equipment
Inspection 11,000 11,000
Service Provider Outside Services 185,900 185,900
Operating Rights
Overhead 80.900 500 500 81,400
Government Entity
Labor
Operating Rights
Construction Costs Totals', 594,400 I 3,600 I 1 1 3,600 1 598,000 I
Projected allocation of Estimated Construction Costs at Completion of Construction Work
Company 1 356,600 1 356,600
Government Entity 237,800 3,600 241,400
Date: 3/26!2010
Project Title: Tukwila South Conversion
Project Description: Conversion of the existing overhead didtributlon system along Frager Rd from South 180th St approximately
Rate Schedule: 74
Project Manager! Phone Jose Vega 425- 766 -0993
Project Engineer! Phone Scott Bostrom 253-606-4552
Municipal Liaison Mgr Phone Cody Olson 206 992 -3315
Project 105052358
Revision 0
Revision Date:
Notes:
I Estimate prepared in accordance with Sections 6 11 of Schedule 74 Design Agreement and Section 7 of Schedule 74 Construction Agreement.
2 All amounts shown in this estimate are rounded up to the next $100
Shared Costs are allocated 40% to the Govemment Entity and 60% to the Company if the Conversion Protect is completed
Total Costs excludes Government Entity costs of trenching, restoration, and surveying
Construction Estimate
Printed 3/29/2010 11:13 AM