Addendum-1-15SEP2026-1.pdf

Addendum

Date of Issue: September 15, 2026 Date of Opening: October 5, 2026, 1:00 PM Project Name: TEL- 261161 Rapid FTTH (Fiber to the Home) Deployment Addendum Number: 1

Notice to All Plan Holders:

Bidders are hereby notified of the following:

1. The bid proposal as included in the bid documents is hereby deleted and replaced with the one included in Exhibit A.

a. The bid proposal has been revised to include “per linear foot” on bid items #6 and #7.

2. The ‘KITSAP PUD PROJECT SPECIFIC SPECIFICATIONS’ as included in the bid documents are hereby deleted and replaced with the ‘KITSAP PUD PROJECT SPECIFIC SPECIFICATIONS’ contained in Exhibit B.

a. The only revision is the addition of “per linear foot” for bid items #6 and #7;

revision is highlighted in Exhibit B for easy reference.

3. The plans for the project are hereby replaced with those included in Exhibit C.

a. The revisions include the addition of sheets 43 and 44 with the installation of two terminals and 925 feet of overlash. This work is to be included in the lump sum bid price provided with bid item #3.

Bidders shall take this Addendum into consideration when preparing and submitting their bids.

ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN

EFFECT.

Bidders shall attach this Addendum to their copy of the Contract Provisions and shall acknowledge receipt of this Addendum No. 1 in the space provided on the Proposal.

Failure to do so may subject the Bidder to disqualification of his/her bid.

Peter Dressel, Contracts and Compliance Manager

Kitsap Public Utility District PO Box 1989

1431 Finn Hill Road Poulsbo, WA 98370

360.779.7656 www.kpud.org

Exhibit A

1. BID PROPOSAL

TEL- 261161 Rapid FTTH (Fiber To The Home) Deployment

SS = Standard Specifications SP = Special Provisions

Bid Proposal

Item

Approx.

Total

QTY.

_Units

Bid Item Description Unit Price Total Cost (Unit $ x Quantity)

1 1 LS SP 2-01.5

Mobilization and Demobilization $________/LS

2 CALC SP 1-09.6

Force Account for Unanticipated Work $1.00 $10,000.00

3 1 LS SP/Plans Drops to 78 homes including mainline $________/LS

4 2000 LF SP/Plans Additional Overhead/Aerial Drops, per linear foot $________/LF

5 1000 LF

SP/Plans

Additional Underground Drop (including riser, handholds, and flowerpots), per linear foot

$________/LF

6 500 LF

SP/Plans

Additional Underground Mainline Construction, per linear foot

$________/LF

7 500 LF

SP/Plans

Additional Aerial Mainline Construction, per linear foot

$________/LF

Subtotal

Sales Tax 9.2%

Total

Exhibit B

KITSAP PUD PROJECT SPECIFIC SPECIFICATIONS

PROJECT SPECIFIC SCOPE OF WORK

The work to be performed shall be done per the 2026 Standard Specifications for Road, Bridge, and Municipal Construction. All work is to be done in strict compliance with the specifications and the applicable drawings, and subject to the terms and conditions of the contract.

General:

• Locations as detailed on the plans.

• Place storage, mid sheaths, and splice locations as close to where marked on the print as possible, unless there are traffic or safety issues, then contractor may move accordingly.

• Splicing of fiber IS NOT part of the scope of work being bid for this project.

• Install overhead/aerial using strand and lash construction methods along PSE poles using

PSE specifications and maintaining clearances over roadway and driveways. All poles with vertical grounds must be bonded (including down guy’s).

• Kitsap PUD has obtained the PSE Attachment Permit. All other permits if any are the Contractors responsibility.

• Install conduit in the utility easement or right of way unless specified otherwise. Place all vaults next to existing vault or pedestal location using fiber markers

Materials provided by KPUD:

KPUD has pre-purchased and will provide the fiber, vaults, pedestals, multi-port terminals (MPT), ROC drops, storage racks, and all fiber splicing materials to the Contractor. The Contractor is responsible for including all other materials necessary for construction of the project in their bid including but not limited to: suspension clamps, anchors, preforms, lashing wire, lashing clamps, straps and spacers, conduit, conduit bends, etc.

GENERAL CONSTRUCTION, EQUIPMENT AND MATERIAL SPECIFICATIONS

The work to be performed shall be done per the Standard Specifications for Road, Bridge, and Municipal Construction, current edition. All work is to be done in strict compliance with the specifications and the applicable drawings, and subject to the terms and conditions of the contract.

1. Whenever the word ‘provide’ is used, it means ‘furnish and install complete and ready for use’.

2. All system installations shall be in accordance with (including, but not limited to) the following standards: ANSI, TIA, EIA, NEC, NESC, and local codes and ordinances, including PSE Standard 0700.8000 (Attachment and Clearance Requirements for Overhead Joint Utility Construction).

3. Provide all items necessary for a complete installation of all systems. The drawings are diagrammatic to some extent and do not necessarily show every item necessary for a complete installation.

4. Verify all physical dimensions prior to installing equipment to ensure that access clearances can be met.

5. Cable bend radius is 20x O.D. post installation and 40x O.D. during installation.

6. Default Storage Loop or Slack Loop (SL) size is 300-ft.

7. At aerial splice locations (new or existing) store 150’ on each side of the splice and place in a rack (or match the existing splice case and prep the harness). Any existing splice case with storage in snowshoes shall be moved to a rack.

8. Coordinate the exact equipment and device locations with the engineer prior to rough in.

Minor adjustments to locations will be made at no additional cost. This includes any vault storage, vault splice, Demarc (FTP and CPE) and Racking.

9. When needed, the default messenger shall be 1/4" EHS with a grade of 6.6M or greater.

For spans greater than 400-ft contact a District representative.

10. When placing strand and lash, strand will be bonded to all power vertical grounds .

11. All attachments will follow the power neutral side of the pole unless otherwise approved.

12. When splicing is not part of the project, at noted splice locations, leave 150-ft of each newly installed cable coiled on pole so that it can be accessible by a 10-ft ladder by the splicing crew.

13. Default depth on Right of Way installations is 36 inches of cover. Default depth in private roadway utility easements is 24 inches of cover.

14. Call Two Business Days Before You Dig ... 811.

15. Unless stated on the construction prints the default conduit size is 2-inch SCH 40 PVC, for Right of Way, and ¾” for drop conduit.

16. Install a pull-string when pulling cables in conduits for future installations. Use traceable mule tape in 2” ROW conduit.

17. Install locatable metallic trace wire with cable in underground conduits.

18. At a Demarc store 30-ft of cable after termination of pigtails.

19. Seal conduits after cable installation with proper ‘fire stopping’ material.

20. Cable shall be labeled at each pole attachment, splice enclosure, vault penetration, and at each side of any wall / floor / ceiling penetration with District provided labels.

21. When using messenger and or lashing, bond to every pole that has a power ground.

22. All attachments shall be on the Street Side or as indicated as Field Side (FS) When in doubt contact District Engineer.

23. When installing cables in equipment rooms, route cables in a vertical and/or horizontal fashion running parallel to the room lines. Do not route cables in a diagonal fashion.

24. Bond all cable runways, cable trays, equipment racks, metallic cable sheaths, grounding lugs on cable protection devices, etc., contractor provides grounding material using #6 AWG copper conductors.

25. Seal conduits after cable installation with proper ‘fire stopping’ material. Additionally, conduits in vaults shall be sealed to prevent water movement.

26. Label conduit installed in buildings every 20-ft as 'Fiber Optic Cable’.

DROPS TO 78 HOMES

(September 9, 2026 KPUD GSP)

The specifications are supplemented with:

• Bid Item #3 – ‘Drops to 78 homes including mainline’

Note: Some homes are a combination of both underground and aerial.

‘Measurement and payment for bid item #3, ‘Drops to 78 homes including mainline’ shall be lump sum for all work shown and as specified in the plans and/or specifications and as otherwise required for completion of the work including any incidentals. This includes all mainline and drops as shown on the plans included in the bid documents.

ADDITIONAL AERIAL AND UNDERGROUND DROPS

(September 9, 2026 KPUD GSP)

The specifications are supplemented with:

• Bid Item #4 – ‘Additional Aerial Drops, per linear foot’

• Bid Item #5 – ‘Additional Underground Drop, per linear foot’

• Bid Item #6 – ‘Additional Underground Mainline Construction, per linear foot’

• Bid Item #7 – ‘Additional Aerial Mainline Construction, per linear foot’

Bid items #4 and #5 represent a connection/drop installed for a lot that has not yet opted into the project and therefore requires approval from the KPUD Project Manager (Allison Cotner) or designee prior to proceeding with work for these properties. These connections/drops are not designed/included in the plans but are located within the project areas denoted in the plans. A design with additional details including underground vs. aerial installation will be provided if a property opts into the project.

The unit Contract price per linear foot for bid item #4 shall be full pay for installing KPUD furnished fiber for the drops from the MPT to the Demarc location in accordance with the contract specifications.

The unit Contract price per linear foot bid item #5 shall be full pay for furnishing all conduit or roll duct, junction boxes, and fittings; for placing the pipe in accordance with the contract specifications, including all excavation, jacking, or drilling required, backfilling of any voids around casing, conduits, pits, or trenches; restoration of native vegetation disturbed by the operation, chipping of pavement, and bedding of the pipe; and all other Work necessary for the construction of the conduit.

Measurement and payment for bid items #4 and #5 shall be per linear foot for all work that is necessary for the connection/drop whether underground or aerial in accordance with the specifications. Work includes all labor, materials, equipment, and services as required for completion of individual drops including mobilization/demobilization and any incidentals. For underground installations this shall include placement of the KPUD fiber from the MPT to the Demarc location, setting of KPUD provided vaults/hand-holes, and 2-inch schedule 40 conduit for riser installations.

For connections/drops requiring a combination of aerial and underground construction, the price per linear foot shall be as noted in this section and applied appropriately to the aerial or underground construction portion of the work.

Contractor is notified that the price for these bid items shall be considered to be valid for any property that opts into the project up until November 1, 2026. The contractor shall be obligated to complete said drop connection within the allowable contract time for any opt-in received by KPUD by November 1, 2026.

Bid items #6 and #7 represent additional mainline underground or aerial construction installed as needed for accomplishment of the intended project but not shown on the plans. Installation of additional mainline requires approval from the KPUD Project Manager (Allison Cotner) or designee prior to proceeding with this work. A design with additional details including underground vs. aerial mainline installation will be provided if necessary.

Measurement and payment for bid items #6 and #7 shall be per linear foot for all work that is necessary for the work whether underground or aerial in accordance with the specifications. Work includes all labor, materials, equipment, and services as required for completion of the mainline work including mobilization/demobilization and any incidentals.

For mainline work requiring a combination of aerial and underground construction, the price per linear foot shall be as noted in this section and applied appropriately to the aerial or underground construction portion of the work.

1-04.6 Variation in Estimated Quantities (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects)

Supplement this section with the following:

The quantities for bid item 4 (‘Additional Aerial Drops, per linear foot’) and bid item 5 (‘Additional Underground Drop, per linear foot’) have been entered into the Proposal only to provide a common proposal for bidders. Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of the final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications.

CONSTRUCTION RECORD REQUIREMENTS (CRD) CHECKLIST

(August 8, 2024 KPUD GSP)

The specifications are supplemented with:

When submitting the CRD please note that the following items are required if applicable:

Aerial Infrastructure

1. ADSS vs Strand and Lash cable installation

2. Pole Sequential per fiber cable

3. Rack In/out Sequential per fiber cable

4. Snow Shoe Sequential per fiber cable

5. Strand details: size/ Overhead Guy (O.G)/ Down Guy (D.G)

6. Guy Guard

Underground Infrastructure

1. Conduit Size/ approx. depth (i.e. amount of cover)

2. Duct distance between pull points

3. Riser size and Sequential per fiber cable at top of riser

4. Vault size, and description

5. Pedestal offset from edge of road travel (i.e. fog line, curb, etc.)

6. Sequential per fiber cable In /Out vault, pedestal

7. Locate wire, locate tape, or mule tape used

8. Future pull string installed

Fiber

1. Size (example 144F)

2. Terminal cable (MPT/MST/MOB) -size checked out for project

- Sequential on print

4. ROC Drop cable -port plugged into -size used for project

- Sequential on print

Splice case

1. Type of case

2. Splice Documentation

3. Sequential at case per fiber cables

4. Pictures after splicing before case is closed.

Demarc

1. Location exterior or interior room #

2. Type Residential vs Express

3. Rack location or position in the rack or Wall mount.

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

(December 14, 2022 KPUD GSP)

The Contractor shall remove and dispose of all asphalt or cement concrete pavement, or other obstructions that lie wholly or partially within the proposed fiber optic alignment which prevent the Contractor's prosecution of work and have been determined to be unnecessary or abandoned by the respective utility company or Engineer. Any abandoned pipes encountered which have had sections removed shall be plugged with materials acceptable to the Engineer to prevent the flow of unwanted liquids into the trench.

Saw-cutting of existing asphalt cement concrete pavement shall occur prior to the removal of the existing paved surface to assure even edges along the trench. Under no circumstances will the Contractor be allowed to break pavement with a backhoe or similar piece of equipment.

The limits of pavement to be removed shall be to the limits as determined by the jurisdiction having authority. The pavement shall be sawed on a straight line, with vertical cut.

No measurement and payment shall be made for Removal of Structures and Obstruction, it shall be incidental to other work and included in the unit or lump sum contract pricing including furnishing all labor, equipment, tools, and materials.

PROJECT SEDIMENT AND EROSION CONTROL

This work includes protecting the work, nearby land and streams and other bodies of water by installing, maintaining and monitoring, removing and disposing of water pollution and erosion control devices, per State and local laws, contract specifications, conditions of permits, or ordered by the Engineer as work proceeds.

Work is to be suspended when inclement weather will compromise the water quality at the site.

It is noted however, unpredictable rainfall events may occur where additional erosion control measures are necessary, and the Contractor shall have in-place adequate protection to minimize impact to the work, surrounding properties, and drainage courses.

At a minimum, the following items are to be included as part of this project. Other measures may become necessary, depending on the Contractor's construction methods or conditions encountered, and shall be included as part of the minimum work required:

• Apply straw mulch to cleared areas if left un-worked for more than 7 days between May 1st and September 30th and no more than two (2) days if between October 1st and April 30th at a rate of 2"-3" thick; 5 bales per 1,000 sf.

• Maintain temporary erosion measures during the life of the contract and remove devices within thirty (30) days once permanent measures are completed and the site stabilized.

• Designate an ESC Lead person to implement, monitor and maintain, and remove temporary erosion control measures.

Additional measures not anticipated for this project, but which may become necessary depending upon the severity of construction conditions:

• Install additional check dams, wattles, sediment traps, energy dissipaters, and other measures to control flows and prevent sediment discharges downstream.

• Direct turbid discharges from trench de-watering operations to temporary sediment traps.

• Compact, cover or otherwise protect shoulders and ditch slopes until placement of crushed surfacing or permanent erosion control measures are established.

The Contractor shall designate at the pre-construction conference an Erosion and Sediment Control (ESC) Lead person. The ESC Lead shall have, for the life of the Contract, a current Certificate of Training through WSDOT's Construction Site Erosion and Sediment Control course.

The ESC Lead shall be responsible for implementing and updating as necessary a Temporary Erosion and Sediment Control (TESC) Plan based on minimum requirements, methods of construction, and anticipated working conditions. Best Management Practices (BMPs) devices employed for this project shall be per WSDOT's Highway Runoff Manual or DOE's Storm water Management Manual for Western Washington.

The ESC Lead shall be responsible for installing, maintaining, inspecting and repairing all BMP devices included in the TESC plan to assure continued performance of their intended function. All on-site erosion and sediment control measures shall be inspected once every five working days, each working day during a runoff-producing rain event, and within 24 hours after a runoff-producing rain event. Damaged or inadequate measures shall be corrected immediately. An inspection report shall be prepared for each inspection. The inspection report shall document when, where and how devices were installed, maintained, modified, and removed; repairs needed, and repairs made; observations of device effectiveness and proper placement; and recommendations for improving performance of BMP devices. A copy of each report shall be provided to the Engineer.

The ESC Lead shall maintain a file that includes TESC inspection reports, the TESC Plan, applicable permits and conditions, and other relevant information. Upon request, the file shall be provided to the Engineer for review.

No measurement and payment shall be made for Project Sediment and Erosion Control, it shall be incidental to other work and included in the unit or lump sum contract pricing including furnishing all labor, equipment, tools, and materials, to furnish, install, monitor, maintain and remove sediment and erosion control devices, as specified and as necessary, including the ESC Lead.

CLEAN-UP AND RESTORATION

The Contractor shall maintain a clean project site during construction. After construction, the site is to be returned to a neat and orderly condition. This shall include dressing of road shoulders and gravel driveways, re-grading of slopes and ditches, ensuring proper drainage, disposal of waste materials, preparation of areas to receive crushed surfacing or seed, furnishing and applying sod or seed and fertilizer and mulch, cleanup of temporary patching materials and stockpile areas, restoration of traffic striping, resetting of signs and mailboxes removed to facilitate conduit installation, restoring any landscaping or fencing or other improvements, and other miscellaneous work.

Restoration must be completed within one week of conduit/pipe installation, unless otherwise approved by the Engineer.

No measurement and payment shall be made for Clean-Up and Restoration, it shall be incidental to other work and included in the unit or lump sum contract pricing including furnishing all labor, equipment, tools, and materials required or necessary to restore the project area to its original condition.

PROPRIETARY ITEMS

Unless otherwise specified, whenever a brand or trade name has been used in these Specifications, it has been used for descriptive purposes only. The use of such trade names shall not be construed as restricting the Contractor to furnish the specifically named product.

Any other manufacturer's product which is in fact equal in quality, in operational performance, reparability and compatible with replacement parts stocked by Kitsap PUD will be considered and if found acceptable by the Engineer, may be furnished in lieu of the specific product.

However, the Contractor shall provide all test data requested by the Engineer and obtain written permission for such substitutions. Any costs and time spent by the Engineer verifying product equality will be paid by the Contractor.

SALVAGE

All equipment and materials of recoverable value removed from existing facilities shall be carefully salvaged and delivered to the Owner in good condition. Materials and items deemed of no value by the Owner shall be removed and disposed of by the Contractor at the contractor’s expense.

There are not expected to be any salvage materials on this project.

Payment for Salvage shall be incidental to other work and included in the unit or lump sum contract pricing.

DOMESTIC PREFERENCES FOR PROCUREMENTS 2 CFR § 200.322

The specifications are supplemented with:

As appropriate and to the extent consistent with law, the Contractor should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards including all contracts and purchase orders for work or products under this award.

For purposes of this section:

• “Produced in the United States” means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.

• “Manufactured products” means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer-https://www.ecfr.gov/current/title-2/subtitle-A/chapter-II/part-200/subpart-D/subject-group-ECFR45ddd4419ad436d/section-200.322 based products such as polyvinyl chloride pipe; aggregates such as concrete;

glass, including optical fiber; and lumber.

DEBARMENT AND SUSPENSION

(September 13, 2023 KPUD GSP)

The bidder or proposer agrees to comply with the requirements of 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions.

All contractors and subcontractors of any tier must be registered with www.SAM.Gov and verification that any contractors/subcontractors are not excluded or disqualified must occur prior to award of any contract or subcontract. Contractors must submit a request to sublet for any subcontractor of any tier in accordance with WSDOT Standard Specification Section 1-08.1(3).

ARCHAEOLOGICAL MONITORING

(September 10, 2026 KPUD GSP)

WSDOT Standard Specification Section 1-07.16 as well as KPUD documents related to inadvertent discovery will be followed by the Contractor. KPUD will provide an inadvertent discovery plan in accordance with KPUD’s DAHP requirements for this project prior to onsite work beginning. Archaeological monitors will be in-place for all utility trenching that takes place within intact sediments in areas that may contain archaeological deposits as determined by DAHP or other authorities having jurisdiction.

Multiple areas within the project areas have been determined to be above moderate risk thereby requiring monitoring; bidders must take this into consideration when preparing and submitting their bids.

http://www.sam.gov/

Exhibit C

Kitsap County GIS, Kitsap PUD

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PWB Grant

TEL-261161

9/10/2026

0 39,00019,500 Ft

Product of KPUD GIS

Sheet: OverviewRevision: 2Kitsap County, WA

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E

SE MILE HILL DR

NW NEWBERRY HILL RD

BE

AC

H

DR

E

STATE HWY 3 W

S

IL

V E

R D

A

LE

W

AY

N W

W

STATE HWY16

C H

IC

O

W A

Y N

W

C E

N T

R A

L V

A

LL

E Y

R D

N E

15TH ST

NW PIO

NEER

R D

SYLVAN WAY

NE STATE HWY 104

W BELF

AIR

VALLEY RD

SW

LAKE FLORA RD

B O

N D

R D

N E

M A

R

IN

E D

R

S C

O R

P

IO

N A

V E

BAY ST

T U

R T

LE

R

D

S E

SOUTHWORTH DR

O

LA

LLA

V

A

LLE

Y

RD SE

W O

O D

S R

D E

LO

N

GLA

KE

R D

S E

JA

C

K S

O N

A V

E S

E

P O

R T

G A

M B

LE

R

D N

E

A U

S T

IN

D

R

NW ANDERSONHILLR

D

NW HOLLY RD

SE NELSON RD

S

TA

T E

H W

Y

N W

SEABECK

HW

Y

NW

S

TA

T E

H W

Y

NE

SE

AB

EC

K

H O

LL

Y

R D

N W

SW

B

AY

ST

NE DAY RD E

H A

R

LO

W

DR

S E

A

LI

O N

RD

NWSEABECK HOLLYRD

C

LE

A R

C R

E E

K R

D N

W

V

IK

IN

G

W A

Y N

W

O

LY

M P

IC

VIEW

R D

N W

M

IN

NIG

LN

N W

O H

IO

AVENE

NE KOURA RD

M

IL

LE

R

B A

Y R

D N

E

N O

LL

R

D N

E

S U

N N

Y S

LO

P

E R

D

SW

O R

C H

A R

D A

V E

S E

B S

T A S T

BEARCREEK RD

P H

IL

LI

P S

R D

S E

G O

LD

C

R E

E K

R D

W

H O

O D

C A

N A

L D

R N

E

SW PINE RD

B

IG

VA

LL

E Y

R D

N E

JA

C

K S

O N

S T

D E

W A

T T

O R

D W

SW LAKE HELENA RD

LI

T

T

LE

B O

S

TO

N

RDNE

P

IO

N E

E R

WAYNW

G M

3GM1

F

LIE

R R

D

LO

S

T H

W Y

W

T E

C U

M S

E H

S T

S

TA

T E

H W

Y

S E

TA

N

G

RD

G U

R N

A R

D R

D

NE HO

LL

Y D

E W

AT

TO

R D

8 9 10 11

262728

0 35,00017,500 Ft

Product of KPUD GIS

Sheet: LayoutRevision: 2Kitsap County, WA

General Notes:

1. Whenever the word ‘provide’ is used, it means ‘furnish and install complete and ready for use’.

2. Provide all system installations in accordance with (including, but not limited to) the following standards: ANSI, TIA, EIA, NEC, NESC, and local codes and ordinances, including PSE Standard

0700.8000 (Attachment and Clearance Requirements for Overhead Joint Utility Construction).

3. Provide all items necessary for a complete installation of all systems. The drawings are diagrammatic to some extent and do not necessarily show every item necessary for a complete installation.

4. Verify all physical dimensions prior to installing equipment to ensure that access clearances can be met.

5. Cable bend radius is 20x O.D. post installation and 40x O.D. during installation.

6. Default Storage Loop or Slack Loop (SL) size is 300-ft.

7. At aerial splice locations (new or existing) store 150-ft on each side of the splice and place in a rack (or match the existing splice case and prep the harness). Any existing splice case with storage in snowshoes shall be moved to a rack.

8. Coordinate the exact equipment and device locations with the engineer prior to rough in. Minor adjustments to locations will be made at no additional cost. This includes any vault storage, vault splice, Demarc (FTP and CPE) and Racking.

9. When needed the default messenger shall be 1/4" EHS with a grade of 6.6M or greater. For spans greater than 400-ft contact a District representative.

10. When placing strand and lash, strand will be bonded to all power vertical grounds.

11. All attachments will follow the power neutral side of the pole unless otherwise approved.

12. When splicing is not part of the project, at noted splice locations, leave 150-ft of each newly installed cable coiled on pole so that it can be accessible by a 10-ft ladder by the splicing crew.

13. Default depth on underground installations is 36" of cover and 24" of cover in private utility easements. Call Two Business Days Before You Dig ... 811.

14. Unless stated on the construction prints the default conduit size is 2 inch SCH 40 PVC.

15. Install a pull-string when pulling cables in conduits for future installations.

16. Install locatable metallic trace wire with cable in underground conduits.

17. At a Demarc store 30-ft of cable after termination of pigtails.

18. Seal conduits after cable installation with proper ‘fire stopping’ material.

19. Cable shall be labeled at each pole attachment, splice enclosure, vault penetration, and at each side of any wall / floor / ceiling penetration with District provided labels.

Kitsap Public Utility District P.O. Box 2910, Poulsbo, Washington 98370

(360) 779-7656 www.kpud.org

KPUD Contacts:

Jim LeCompte Engineer

(360) 689-3132 telecombid@kpud.org

Other Notes:

PWB Grant

TEL-261161

9/10/2026

Address City

PWB

Reference #

Strand and Lash Mainline

Overlash Mainline

Anchor and guy

Place Storage

Build Riser

Trench/ Bore

New 2"

Pull Occupied Conduit Mainline

Pull Unoccupied Conduit Mainline

Install MPT and Tail Fiber

Install 3/4" Drop

Conduit

Pull Drop Empty

Conduit

Pull Drop Occupied Conduit

Set Flower

Pot

Set Hand Hole

Set Vault- Small

Set Vault-

Medium

Hang Aerial Drop

Hang Aerial Drop w/Stra nd

Lash Drop to Strand

3381 NE CROSSETT WAY Hansville 2 1 50 340 2598 NE TWIN SPITS RD Hansville 3 1 120 50 2663 NE TWIN SPITS RD Hansville 3 1 210 125 375 39007 SHOREVIEW DR NE Hansville 5 1 125 50 175 1 37404 LOKI BLUFF DR NE Hansville 6 300 320 1 7688 NE Bills Way Kingston 8 1 165 75 165 30950 Old Hansville Rd NE Hansville 10 1 1 230 230 60 33010 Hoffman Rd NE Kingston 9 1 245 245 33008 Hoffman Rd NE Kingston 9 2 1 125 125 210 275 31205 Ludlow Dr NE Kingston 11 80 225 9104 NE Kiwi Ln Kingston 12 1 50 50 275 25781 Port Gamble Rd NE Poulsbo 14 1 150 130 300 1 210 NE Erickson Ln Poulsbo 16 1 50 50 310 22250 Parnell Pl NW Poulsbo 18 600 50 1 50 21635 Big Valley Rd NE Poulsbo 19 280 350 8818 NE Fir St Indianola 22 1 35 1 160 200 18600 Diamond Dr NE Poulsbo 23 1 200 225 18100 Diamond Dr NE Poulsbo 23 1 310 325 17820 Snooker Ln NE Poulsbo 24 4 1 3120 1 100 100 5 17855 Snooker Ln NE Poulsbo 24 100 100 3999 NE Geoduck Cove Way Poulsbo 20 1 60 60 150 14521 Sandy Hook Rd NE Poulsbo 21 1 400 400 40 8051 NE Lovgreen Rd E Poulsbo 26,27,28,29 6250 6 5 1 1000 125 1000 1 350 550 1 2 353 Morrill Pl NE Bainbridge 30 400 300 1 1 100 1 40 140 13540 Brownsville Hwy NE Poulsbo 33 1 100 145 200 1 950 10135 Brownsville Hwy NE Poulsbo 35 475 350 1 325 16741 Seabeck Holly Rd NW Seabeck 39 320 320 125 60 17830 SNOOKER LN NE Poulsbo 24 225 225 8472 NE LOVGREEN RD W Bainbridge 27 825 1 634 634 2224 NE PAULSON RD Poulsbo 35 225 1 450 1 1 300 NW PIONEER HILL RD Poulsbo 17 1 175 175 3 375 17860 SNOOKER LN NE Poulsbo 24 225 225 8670 NE LOVGREEN RD W Bainbridge 27 1 75 75 200 33113 OLD HANSVILLE RD NE Kingston 8 1 220 220 7377 SPRINGRIDGE RD NE Bainbridge 31 1 225 225 250 2760 NW NORTH STAR DR Silverdale 32 1 150 100 250 1 8449 NE LOVGREEN RD W Bainbridge 27 1 327 327 50 9243 NE SPARGUR LOOP RD Bainbridge 25 525 375 1 200 200 3899 NE GEODUCK COVE WAY Poulsbo 20 110 110 525 17815 SNOOKER LN NE Poulsbo 24 225 225 29755 PARCELLS RD NE Kingston 13 1 110 110 700 17840 SNOOKER LN NE Poulsbo 24 225 225

615 N LAFAYETTE AVE Bremerton 36 425 310 1 110 125 N MONTGOMERY AVE Bremerton 37 1 75 60 LEWIS RD NW Seabeck 40 1 85 85 12048 MINNIE ROSE LN NE Bainbridge 29 375 375 19854 NW STAVIS BAY RD Seabeck 38 100 8464 NE LOVGREEN RD W Bainbridge 27 75 40775 FOULWEATHER BLUFF RD NE Hansville 1 1 75 75 17825 SNOOKER LN NE Poulsbo 24 225 225 200 8611 NE GUST HALVOR RD Hansville 6 225 225 300 36025 HANSVILLE RD NE Hansville 7 125 180 3919 NE GEODUCK COVE WAY Poulsbo 20 110 110 1809 NE DUCK POND WAY Poulsbo 34 450 450 3 7765 SPRINGRIDGE RD NE Bainbridge 31 1 350 350 140 140 3939 NE GEODUCK COVE WAY Poulsbo 20 110 110 17845 SNOOKER LN NE Poulsbo 24 225 225 17835 SNOOKER LN NE Poulsbo 24 225 225 13568 OLD MILITARY RD NE Poulsbo 33 100 100 200 3979 NE GEODUCK COVE WAY Poulsbo 20 110 110 12896 BURCHARD DR SW Port Orchard 42 1 1 150 150 24184 STATE HWY 3 NW Poulsbo 17 1 300 300 750 27070 WOODPECKER HILL RD NE Poulsbo 15 1 275 275 200 40254 SKUNK BAY RD NE Hansville 4 1 150 150 8063 NE LOVGREEN RD W Bainbridge 28 100 100 420 MEADOWOOD DR W Seabeck 41 225 225 4713 NE MINDER RD Poulsbo 14 120 120 75 350 30950 OLD HANSVILLE RD NE Kingston 10 100 100 510 13556 OLD MILITARY RD NE Poulsbo 33 1 1 225 225 75 8307 NE 360TH ST Hansville 7 1 100 100 12039 MINNIE ROSE LN NE Bainbridge 29 225 225 575 8294 NE LOVGREEN RD W Bainbridge 28 1 750 750 1 75 75 3 1 7388 SPRINGRIDGE RD NE Bainbridge 31 100 100 750 17870 SNOOKER LN NE Poulsbo 24 1 160 160 75 12027 MINNIE ROSE LN NE Bainbridge 28 225 225 8500 NE LOVGREEN RD W Bainbridge 27 125 500 8075 NE LOVGREEN RD W Bainbridge 28 150 150 230 Meadowood Dr W Seabeck 41 350 350

191 Meadowood Dr W Seabeck 41 1 100 100 8075 2760 9 9 39 2985 1275 4120 15 12486 14086 125 7 10 3 5 1505 6Totals (Approximate)

!¹ %,8 F

O U

LW

E

A T

H E

R B

LU

F

F R

D N

E

NE

ROCKY BLU

FF

W A

Y NE

ROCKY

BLUFF WAY

634635-156307

634622-156323

634517-156408

634620-156380

634482-156417

634621-156356

634492-156413

634590-156388

634532-156405

634481-156421

634560-156379

634469-156422

634523-156411

634620-156384

634551-156391 New 0.75"

40775

FOULWEATHER

BLUFF RD NE

Exist. 8 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,8 %,8

%,8 %,4

S K

U N

K B

A Y

R D

N E

Sheet: 1Revision: 2

!¹

%,4 S

K U

N K

B A

Y R

D N

E

NE MOONSTONE WAY

NE CROSSETT WAY

634497-156606

634551-156651

634479-156670

634556-156622

634591-156625634591-156622

634496-156650634496-156630

634470-156681

634526-156650

634563-156574

634498-156574

634530-156572

634562-156572

634498-156572

New 0.75"

3381 NE

CROSSETT WAY

Exist. 4 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,8

%,8 %,4

%,8

S K

U N

K B

A Y

R D

N E

Sheet: 2Revision: 2

!¹

%,8

%,8

F O

U

LW

E A

T H

E R

B

LU

F F

R D

N E

NE TWIN SPITS RD

NE MOUNTAIN VIEW DR

634298-156338

634280-156328

634313-156329

634324-156340

634292-156336

634301-156340

634285-156319

634284-156376

634337-156398634338-156366

634362-156387

634322-156441

634353-156377

634289-156388

634272-156365

634295-156402

634322-156376

634326-156363

634283-156350

634319-156357

634281-156377

634287-156366

634306-156356

634276-156454

634360-156431

634336-156435634336-156430

634322-156430 634321-156461

634310-156454

634253-156429

634307-156430

634301-156430

634242-156454

634332-156494

634279-156429

634360-156435

Exist. 2"

2598 NE TWIN

SPITS RD

2663 NE TWIN

SPITS RD

Exist. 8 Port MPT

Exist. 8 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,8 %,8

%,8 %,4

S K

U N

K B

A Y

R D

N E

Sheet: 3Revision: 2

!¹

%,8

NE TWIN SPITS RD

634282-156634

634410-156705

634290-156613

634404-156708

634428-156699

634365-156723

634437-156695

634271-156748

634274-156655

634280-156773

634296-156758

634285-156768

New 0.75" 40254 SKUNK

BAY RD NE

Exist. 8 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,8

%,4

S K

U N

K B

A Y

R D

N E

NE TWIN SPITS

RD

Sheet: 4Revision: 2

!¹%,6

NE BUCK LAKE RD

SHOREVIEW DR NE

FONTENOT CIR NE

K

IL

LA

R

N E

Y L

N N

E

NE ADMIRALTY LN

NE MT BAKER VIEW LN

A D

A M

R D

N E

NE WHIDBEY DR

CORA AVE NE

NE TWIN SPITS RD

633928-157749

633882-157810

633905-157761

633898-157741

633980-157820

633953-157762

633905-157814

633935-157767

633980-157807

638870-157828

633977-157807 633976-157832

633915-157795

638875-157827

633937-157753

633899-157827

633953-157735 633952-157776

633898-157779

633978-157760633979-157732

633982-157791

633978-157782

633925-157776

633953-157748

633888-157798

633978-157950633979-157904 633975-157844

633848-157951

633978-157939

633977-157880

633980-157879

633850-157900

633980-157853

633837-157887

633984-157844

633974-157911

633990-157878

633851-157914

633982-157833

633973-157958 633974-157932

633979-157911 633978-157925

633829-157900

633979-157893

633976-157857 633975-157907

New 0.75"

39007

SHOREVIEW

DR NE

Exist. 6 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

#*%,6

H A

N S

V

IL

LE

R

D N

E

NE BUCK

LA

K E

R D

H A

N S

V

ILLE

D R

N E

Sheet: 5Revision: 2

¹

¹

%,6

%,6

T H

O R

S R

D N

E

HILLVIEW LN NE

NE GUST HALVOR RD

LO

K

I B

LU

F F

D R

N E

633343-158332

633446-158352

633343-158342

633297-158447

633436-158440

633339-158438

633318-158445

633350-158437

633263-158402

633340-158404

633344-158418

633340-158380

633304-158403

633439-158426

633440-158379

633370-158406

633405-158407

633440-158408

Exist. 0.75"

New 0.75"

New 0.75"

Exist.

Flower Pot

8611 NE GUST

HALVOR RD

37404 LOKI

BLUFF DR NE

Exist. 6 Port MPT

Exist. 6 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,6 %, T H

O R

S R

D N

E

H

IL

LV

IE

W

LN

N E

Sheet: 6Revision: 2

!¹

%,4

%,6

H

AN

SV

IL

LE

R

D N

E

NE 360TH ST

632830-158128

632912-158386

632910-158388

632934-158189

632960-158201

632934-158186

632921-158182632921-158177

632892-158156

632902-158163

632921-158151

632920-158203

632854-158136

632875-158142

632897-158326

632914-158354 632915-158324

632919-158233

632987-158212

632957-158205

632917-158263

632984-158216

New 0.75"

8307 NE

360TH ST

36025

HANSVILLE

RD NE

Exist. 4 Port MPT

Exist. 6 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,6%,4

H A

N S

V

ILLE

R D

N E

NE BROUGHTON CT

NE KENO WAY

NE PEGASUS LN

NE 360TH ST

NE EAGLEPOINT LN

NEBAYBERRY LN

Sheet: 7Revision: 2

!¹ %,4

,21

O

LD

H A

N S

V

ILLE

R D

N E

H A

N S

V

IL

LE

R

D N

E

NE WHISKEY CREEK TRL

NE SALTY DOG LN

NE BILLS WAY

632017-158039

632087-157995 632095-158030

632018-157992 632018-158007

631937-158153631937-158150

631965-158146 631964-158143

631990-158138

632023-158086

632071-158048

632044-158104

631987-158102

632085-158105

632086-158048

632017-158070

632072-158105

632016-158087

632086-158062

632048-158113

631956-158102

632099-158106

632015-158122

632016-158103

632086-158084

632070-158090

632028-158066

632085-158094

632016-158099

New 0.75"

33113 OLD

HANSVILLE

RD NE

7688 NE

BILLS WAY

Exist. 4 Port MPT

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,4 ,21

O

LD

H A

N S

V

IL

LE

R

D N

E

H A

N S

V

IL

LE

R

D N

E

NE EGLON RD

W

ID

M A

R K

R D

N E

Sheet: 8Revision: 2

¹

¹

,21

EGLON RD NE

H O

F F

M A

N R

D N

E

631868-158770

631842-158767

631815-158767

631791-158771

631820-158816 631821-158769

631818-158806

631806-158790631815-158765

631821-158795

631906-158755

631852-158764

631880-158756

631841-158795

631909-158756

631842-158764

631897-158744

631822-158772

631789-158812

631913-158743

631941-158730

631943-158742

631928-158722

631792-158741

New 0.75"

New 0.75" 33008

HOFFMAN

RD NE

33010

HOFFMAN

RD NE

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

#*,21

E G

LO

N

R D

N E

H O

F F

M A

N R

D N

E

N E

C O

U N

T R

Y W

O O

D S

L N

Sheet: 9Revision: 2

!¹%,8

H A

N S

V

IL

LE

R

D N

E

NE ECOLOGY RD

R E

C O

V E

R Y

L N

N E

O

LD

H A

N S

V

IL

LE

R

D N

E

C O

M M

E R

C

IA

L A

V E

N E

NE FOREST HOME LN

New 8 Port MPT

631450-158134

631492-158152

631465-158140

631420-158120

631435-158127

631417-158122

631454-158138

631462-158081 631501-158047

631538-158094

631502-158029

631430-158089

631500-158065

631398-158105

631398-158088

631469-158089

631494-158090 631490-158095

631419-158145

631548-158094

631506-158145

New 0.75"

30950 OLD

HANSVILLE

RD NE

Exist. Splice

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

3#*%,8

H A

N S

V

IL

LE

R

D N

E

NE COUNTRY WOODS LN

O

LD

H A

N S

V

ILLE

R D

N E

F R

O G

P L

N E

NE HUSKY LN

E P

IC

P

L N

E

D E

S T

IN

YPL NE

Sheet: 10Revision: 2

,21

S U

N R

IS

E

B E

A C

H D

R N

E

LU

D

LO

W

D R

N E

631354-158893

631325-158893

631307-158888

631245-158921

631303-158911

631280-158913

631300-158888

631278-158988

631318-158909

631259-158915

31205

LUDLOW

DR NE

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

,21

H O

F F

M A

N

RD NE

Sheet: 11Revision: 2

!¹

,21

NE KIWI LN

R A

S H

R D

N E

N E

N A

T U

R E

W A

Y

630925-158466

630837-158464

630897-158465

630874-158468

630869-158464

630878-158463

630808-158463

630872-158521 630876-158492

New 0.75"

9104 NE

KIWI LN

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

,21

,21

UNNAMED

N E

N A

T U

R E

W A

Y

NE DERBY WAY

Sheet: 12Revision: 2

,21

RASH RD NE

P A

R C

E

LL

S R

D N

E

NE WYANT RD

630776-158499

630775-158557 630775-158530630776-158513

630759-158564

630739-158640 630738-158650

630724-158699

630746-158686

630734-158685

630758-158608

630774-158608

630712-158611

630740-158608

630774-158587 630773-158613

630801-158612

29755

PARCELLS

RD NE

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

,21

,21

UNNAMED

P A

R C

E

LL

S R

D N

E

N E

N A

T U

R E

W A

Y

NE DRONAWOOD DR

NE WYANT RD

NE DERBY WAY

NEKINGSTON FARMR

D

Sheet: 13Revision: 2 i

¹

¹

%,6

,21

BO

N

D R

D N

E

PO

RT

G

AM

BL

E

R D

N E

NE MINDER RD

New HandHole

629551-156951

629467-156969

629515-156974

629635-157035

629583-156978

626538-156931

629503-157046 629504-157016

629476-156896

629587-156975

629631-157020

629613-157012

629628-157006

629614-157020

629640-157031

629562-156958

629630-157018

629541-157033

629498-156928

629535-156935

629556-156996

629495-156905

629602-156999

629504-156986

629495-156900

629534-156975

629507-156974

629586-157006

629516-156913

629504-157001 629505-156974

629561-156994

629495-156900

629566-156954

629510-156950

629505-156954

629571-157003

629503-157032 629505-157075

629506-157071

629513-156917

629547-156943

629476-156890

New 0.75"

New 0.75"

New 2"

25781 PORT

GAMBLE RD NE

4713 NE

MINDER RD

Exist. 6 Port MPT

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

%,6 ,21

B O

N D

R D

N E

P O

R T

G A

M B

LE

R

D N

E

NE MINDER RD

U N

IT

E

D

RD NE

C A

LV

A

R Y

LN

N

E

ST

O

TT

LE

M

EY

ER

RD

NE

Sheet: 14Revision: 2

!¹

,21

WOODPECKER HILL RDN

E

B

IG

VA

LLE

Y R

D N

E

NE FLICKER HILL LN

630045-155927

630037-155834

630005-155833

630023-155823

630037-155797 630041-155810

630051-155802

630076-155803

630064-155861

630055-155827

630058-155896

630041-155724

629971-155755

630109-155803

630019-155751

630037-155721

629993-155745

630014-155739

630020-155825

630030-155774

629946-155779

629958-155774

629970-155769

629938-155777

629944-155774

New 0.75"

27070

WOODPECKER

HILL RD NE

Exist. 12 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

,21

B

IG

VALLEY

RD

NE

Sheet: 15Revision: 2

!¹ %,6

NE ERICKSON

LN

629262-155486

629301-155483

629264-155458

629300-155369

629253-155382 629264-155415

629248-155508

629187-155527

629178-155402

629199-155467

629236-155526

629253-155360 629266-155455

629203-155527

New 0.75"

210 NE

ERICKSON LN

Exist. 6 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Drop

Fiber

MPT Fiber

Roads

Building Footprints

Tax Parcels

,21

%,8

%,6

S

TA

T E

H W

Y

N W

D E

N T

O N

R D

NW

NW BEAVERR

ID

G E

LN

Sheet: 16Revision: 2

!¹

,21

%,8

S

TA

T E

H W

Y

N W

NW BEAVER RIDGE LN

NW PIONEER HILL RD

New 12 Port MPT

New Flower

Pot

629011-155348

629089-155346

629059-155370

629135-155345

629158-155345

629118-155346

629143-155350

629128-155289

629129-155223

629160-155300

629036-155347

629042-155340

629091-155346

628987-155380

629130-155197

629129-155252

629119-155401

629140-155271

629162-155232

629095-155292

629127-155328

629123-155294

629141-155401

629132-155370 629129-155401

629058-155392

629128-155312 629129-155270

629161-155402 629159-155329

629010-155340

629161-155268

629130-155355

629060-155347

629061-155340

New 0.75"

New 0.75"

24184 STATE

HWY 3 NW

300 NW

PIONEER

HILL RD

Exist. 8 Port MPT

0 325162.5 Ft

Product of KPUD GIS

PWB Grant

TEL-261161

9/10/2026

Legend

%,2 2 Port MPT

%,4 4 Port MPT

%,6 6 Port MPT

%,8 8 Port MPT

%,10 10 Port MPT

,21 12 Port MPT

!¹ In riser k Midspan Storage

!? PSE Poles

!( Pole

"/ Node

" Cabinet

3 Splice

3 Mid Sheath Splice

D Demarc

#* Residential

!. Flower Pot

! Riser i HandHole

!P Pedestal

!j Vault

Roll duct (0.75")

Underground

Strand

Dro…