ITB_02-25_Addendum_No._1.pdf

200 CANAL STREET / P.O. BOX 100

NEW SMYRNA BEACH, FL 32170-010

ITB#02-25

FIELD STREET TRANSMISSION LINE REBUILD EAST

DATE: December 2, 2024

RE: ITB No. 02-25 ADDENDUM NO. 01

Please note: The Utilities Commission, City of New Smyrna Beach, Florida, has adopted a new name “New Smyrna Beach Utilities” and corresponding logo, effective July 1, 2022. The New Smyrna Beach Utilities name will be used as the public, outwardly facing name of the organization.

We adopted this new name as a DBA however, our legal name, the Utilities Commission, City of New Smyrna Beach, Florida, remains. Adopting this new name has not changed anything in our ownership or operations.

The New Smyrna Beach Utilities is issuing the following addendum. As such it becomes an integral part of the proposal and must be acknowledged by the return of this signed form, with your proposal form, acknowledging receipt of the addendum.

1. What are the right-of-way / easement widths?

The Right-Of-Way / Easement for the project area varies but is predominantly 100’. NSBU has provided an as-built drawing for its 30” force main that was built in the majority of the project area for reference.

Note that some pole locations and pole numbers on the force main record drawing will differ from the Field Street Transmission Line Plan. Additionally, note the North arrow on the force main record drawings. The drawing is provided as a reference for Right-Of-Way widths.

In the project area that is not shown east of the 30” force main record drawings, NSBU was able to identify and locate plats showing old right-of-way widths of 100’. That said, there is no current survey verifying those widths and NSBU’s pole locations within the Right-Of-Way.

2. Can Holland Park be utilized to access the 4 poles between the bridges?

Per the City:

“Regarding the use of Holland Park for access, I believe we can accommodate this for limited access. Both bridges routinely see loads from large vehicles. While I understand the potential limitations for long wheel base to cross the bridge West of the park, we don’t want to see the park used indiscriminately for all vehicular access. There is curbing, wheel stops, sidewalk and landscaping that would most certainly sustain damage and would be expected to be restored. We recently had the lookout pier contractor for the City do the same.

Once you have an award or contractor would like to discuss the specifics of utilizing the park for access we can meet.”

Based on inability to get weight limitations on northwestern bridge, contractors shall bid the job as if accessing the poles between the bridges via Holland Park. At a minimum, matting must be used between the parking lot and south edge of pavement of the Multi-Use Trail where land is traversed with equipment (be it grass, sidewalk, etc.). Contractor shall bid the job to include the removal of necessary trees at Holland Park to gain access to the area. Contractor shall include in its restoration costs any damage in this area requiring work to bring the Park back to pre-construction condition including the replanting of any removed trees.

3. Can temporary poles be installed for dead-end pole change outs?

Yes. Additionally see answer on deadend pole relocation options.

4. Can the new dead-end pole be installed within 5’ of the existing pole instead of going in the same hole?

NSBU received verification from permitting side that poles can be set in a different location provided they are within 5’ of the existing pole (including deadends). Contractors shall bid the project as if only the deadend poles (both transmission and distribution deadends), span guy poles, and 3-phase distribution underbuild poles will be allowed to move within 5’ of the existing locations and not be placed in the same hole.

In these aforementioned locations where the contractor wants to relocate new poles within 5’, the contractor shall place a stake at the desired new pole location and have the new location approved by NSBU before relocating.

Any poles next to or along the multi-use trail must go back in the same hole regardless of framing/construction type.

5. What does “public notification” mean for the contractor to manage when it comes to the general public?

For work in the multi-use trail and/or Holland Park, a minimum of 2 weeks prior to starting work and continuing through construction completion, the contractor shall install two (2) DOT style instant message boards at the entrance points of the section of Multi-Use Trail construction will be commenced in that will notify the public of the pending construction activities along the Multi-use path and inform trail users that the trail will be closed to use during New Smyrna Beach Utilities construction activities. The rolling message shall list the start and end dates of the construction activities and supply a phone number to call with questions. The contractor shall physically barricade the Multi-use trail entry/exit locations, during the length of construction, to prevent public access to the construction area. The barricades shall be actively monitored and maintained to provide temporarily removal for construction equipment and material access but be immediately replaced after the equipment or material enters/exits the transmission right of way.

Note if multiple sections are to be closed simultaneously, then additional DOT style instant message boards and barricading shall be installed such that all sections are covered via notification signage and barricades.

6. What is the official re-energization time frame, outside of wire pulls?

The turnaround time for an emergency re-energization shall be 4 hours. This includes overnight hours and any days off the contractor shall take. If the contractor cannot meet the 4 hour duration prior to leaving each day or prior to taking a day off, the transmission line shall be left in a condition such that NSBU can re-energize it without performing any work on the transmission line (ie grounds must be removed and the transmission line in such a condition that there will be no safety hazards upon re-energizing).

7. What are the weight restrictions on the 2 bridges?

NSBU could not find information or confirm the weight limit of the bridge on the northwest side of Holland Park. The bridge on the north east side of Holland park has a weight limit of 20,000lbs.

8. Who is responsible for relocating the security cameras on the poles?

NSBU will relocate any security cameras that are installed on existing poles.

9. Will the contractor be responsible for temporary-ing the line every time we leave over a day off?

The turnaround time for an emergency re-energization shall be 4 hours. This includes overnight hours and any days off the contractor shall take. IE, if the contractor cannot be called in during overnight hours or days off and meet the 4 hour duration upon call receipt, the transmission line shall be left in a condition such that NSBU can re-energize it without any additional work needing to be performed by NSBU or the contractor. IE grounds must be removed, framing, structures, and connections in a condition that such that there will be no safety hazards upon re-energizing, etc.

10. Can the contractor work 7 days a week?

Yes, the contractor can work 7 days a week. The standard pre-approved working hours are as follows for the City of New Smyrna Beach:

Monday-Friday: 7AM - 7PM Saturday: 8AM - 6PM Sundary: 11AM – 6PM

That said, the City will allow 7AM – 7PM working hours for the weekend as well provided:

“The contractor uses discretion regarding work noise and light shed towards homes and no complaints are being generated for hours outside of those (pre-approved working hours), we can allow extending the work hours on weekends. If some special need arises that is well outside of that, please let us know as an after-hours request. We see these for large concrete pours that want to start at 3AM for example. I know concrete is not likely, but I could see possibly having lights or some oversized delivery trying to avoid daytime traffic, etc.”

11. Pole depth is the standard 10% plus 2’

Yes, this is correct.

12. Will New Smyrna Beach Utilities please provide conductor and static wire reel sizes (# FT of wire on each reel) if available?

795 Arbutus: 65” Diameter Reels; Conductor quantity per reel ranges from 4,960’-5,200’

3#6 Alumoweld: 24” Diameter Reel; Qty (3) reels of 3,400’ of conductor and Qty (1) reel of 1’000’ of conductor

DSA 3#10 Copperweld: 30” Diameter Reel; Qty (1) reel of 5,679’ of conductor

Standard 652 AAAC Reel Size: 67” ; Standard 652 AAAC Reel Length: 6,000’

Standard 4/0 AAAC Reel Size: 48” ; Standard 4/0 AAAC Reel Length 5,000’

13. It appears that there are metal poles and concrete poles that will be removed as part of this project. Will NSBU please provide existing pole heights and weights if available?

All existing wood poles requiring removal are either class 1 or class 2 poles and range from 70’- 95’.

The non-wood poles requiring removal have Shakespeare H2B75 pole tags. Per the manufacturer’s catalogue, these are 75’ composite poles with 2 sections. Additionally, per the manufacturer’s catalogue, Section 1 weighs 1,039lbs and Section 2 weighs 428lbs with the pole having a total weight of 1,467lbs.

14. What will be the turn-around time if an emergency re-energization of the Field Street transmission line is required?

The turnaround time for an emergency re-energization shall be 4 hours. This includes overnight hours should an emergency occur during night time hours.

15. Will NSBU please provide the conductor sag charts static sag charts?

NSBU will add sag and tension data to the plan set prior to the pre-construction meeting that will be held with the awarded bidding contractor.

16. We have not been able to determine the weight limit of the Multi-Use Trail bridges. Will equipment be allowed to utilize these bridges? What are the weight limits for trail bridges between P43 and P44 and between P47 and P48?

NSBU could not find information or confirm the weight limit of the bridge on the northwest side of Holland Park. The bridge on the north east side of Holland park has a weight limit of 20,000lbs.

Per the City:

“Regarding the use of Holland Park for access, I believe we can accommodate this for limited access. Both bridges routinely see loads from large vehicles. While I understand the potential limitations for long wheel base to cross the bridge West of the park, we don’t want to see the park used indiscriminately for all vehicular access. There is curbing, wheel stops, sidewalk and landscaping that would most certainly sustain damage and would be expected to be restored. We recently had the lookout pier contractor for the City do the same.

Once you have an award or contractor would like to discuss the specifics of utilizing the park for access we can meet.”

17. Is any portion of the field st. transmission ROW shared with a gas main?

Per correspondence and photos with Florida Public Utilities, gas lines do intersect portions of the transmission ROW, but they don’t run within the transmission ROW parallel the transmission line. See provided PDF.

There is a New Smyrna Beach Utilities owned 30” force main that runs through the Transmisison ROW and it is imperative that the contractor not damage due to its critical nature. An as-built drawing of the this 30” force main has been provided for reference.

18. Is it permissible to install new pole locations 5'-10' offset from the existing structure locations? Dead-end poles, span guy poles, and tangents poles with distribution underbuild would immensely benefit from this relocation.

NSBU received verification from permitting side that poles can be set in a different location provided they are within 5’ of the existing pole (including deadends). Contractors shall bid the project as if only the deadend poles (both transmission and distribution deadends), span guy poles, and 3-phase distribution underbuild poles will be allowed to move within 5’ of the existing locations and not be placed in the same hole.

In these aforementioned locations where the contractor wants to relocate new poles within 5’, the contractor shall place a stake at the desired new pole location and have the new location approved by NSBU before relocating.

19. To confirm, will the GOAB switch will be fully de-energized during wire pulling operations?

Reviewing the location in more detail, everything on the entirety of the GOAB switch cannot be de-energized. All switch positions can be opened and locked out, but due to the inability to take an outage on the Airport Transmission Line, the jumper from the Airport Transmission line to the switch blade and thus that switch blade would be energized. See the provided PDF picture for more detail / visual illustration.

20. Loc. 73 does not call for guying on the pole framing detail table, is this accurate?

The pole framing detail table has been updated. See revised prints dated 11/22/24.

21. On the pole framing table, Loc. 68 shows 10x down guys, is this accurate?

The pole framing detail table has been updated. See revised prints dated 11/22/24.

22. Is there a structure list with pole weights and heights?

While weights are not given for new poles, see the pole framing table on Sheet EP-4 of the revised bid prints dated 11/22/24 to find new pole height and class ratings.

All existing wood poles requiring removal are either class 1 or class 2 poles and range from 70’- 95’.

The non-wood poles requiring removal have Shakespeare H2B75 pole tags. Per the manufacturer’s catalogue, these are 75’ composite poles with 2 sections. Additionally, per the manufacturer’s catalogue, Section 1 weighs 1,039lbs and Section 2 weighs 428lbs with the pole having a total weight of 1,467lbs.

23. Will there be a continuous clearance for outages?

Yes, the intent is for there to be a continuous outage when the awarded contractor is ready to begin actual construction activities. That said, there must be a turnaround time of 4 hours for the contractor to have the Field Street Transmission Line ready to be energized in the event of an emergency.

24. Is it ok to energize wire in blocks during an emergency?

It will be permissible to energize wire in blocks should there be an emergency that requires the transmission line to be re-energized.

25. What type of wire is being removed?

Transmission Phase Conductor: 795 AAAC “Arbutus” Transmission Static Conductor: 3#6 Alumoweld

If the option to replace distribution conductor is activated:

3-phase Distribution Conductor: 652 AAAC phase with 4/0 AAAC neutral Single-phase Distribution Conductor: #2 AAAC phase with #2 AAAC neutral

26. Would it be permissible to install the new pole within 5-10' of existing location?

NSBU received verification from permitting side that poles can be set in a different location provided they are within 5’ of the existing pole (including deadends). Contractors shall bid the project as if only the deadend poles (both transmission and distribution deadends), span guy poles, and 3-phase distribution underbuild poles will be allowed to move within 5’ of the existing locations and not be placed in the same hole.

In these aforementioned locations where the contractor wants to relocate new poles within 5’, the contractor shall place a stake at the desired new pole location and have the new location approved by NSBU before relocating.

27. How many fiberglass poles are on this line that the contractor is required to remove?

NSBU counted 9 fiberglass / composite poles for removal.

28. Cable Trench inside the service center substation drivable?

The cable trench inside the Field Street Substation is not drivable.

29. Will security cameras attached to structures located inside the service center be transferred by New Smyrna Beach Utilities?

The security cameras will be relocated/transferred by NSBU.

30. Does NSBU want any of the retired / removed material?

Upon further internal discussions, NSBU does want its old conductor and hardware. NSBU will set two dumpsters at the staging site. One dumpster will be for the contractor to place all the old aluminum conductor in and the other dumpster will be for the contractor to place all the old hardware/steel material in.

Any other material such as poles shall be the responsibility of the contractor to dispose of including the coordination of any additional dumpsters.

A Copy of This Signed Form Must Accompany Your Proposal

Acknowledgment of Receipt of Addenda No. 1

Company_______________________________________

Title___________________________________________

Signature_______________________________________

Due to the inability to take an outage on the Airport transmission line, the jumpers from the Airport transmission line to the 3-way tie switch blades will be energized (see arrows). All 3-way tie switch positions can be opened and locked out during construction.

Airport Transmission Line (On north side of Field

Street Transmission Line)

Jameson Parker

From: Dunn, Colin <cdunn@chpk.com> Sent: Tuesday, November 26, 2024 3:49 PM To: Jameson Parker Cc: ENGINEERING-DeBary; Van-Leeuwen Fernando Subject: RE: New Smyrna Beach Transmission Rebuild: Utility Info Request

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Hi Jameson, I’m copying our engineering group on this email to help you out with this request. In the mean me this is what we’ve got along that easement:

And a line at the west end:

Thank you, Colin Dunn Operations Assistant 386-414-1462 Florida Public Utilities 450 S Charles Richard Beall Blvd Debary, FL 32713 www.fpuc.com

From: Jameson Parker <jparker@nsbufl.com> Sent: Tuesday, November 26, 2024 3:38 PM To: Dunn, Colin <cdunn@chpk.com> Subject: [EXTERNAL] New Smyrna Beach Transmission Rebuild: Utility Info Request

Colin, Not sure who the cont act shoul d be for this request, but New Smyrna Beach Utilities have a job out to bid for re buil di ng a portion of our el ectric transmissi on li ne i n New Smyrna Beach and got asked if ther e were gas lines locate d in ZjQcmQR YF pfptBannerStart

This Message Is From an Untrusted Sender

You have not previously corresponded with this sender.

ZjQcmQR YF pfptBanner End

Colin, Not sure who the contact should be for this request, but New Smyrna Beach Utilities have a job out to bid for rebuilding a portion of our electric transmission line in New Smyrna Beach and got asked if there were gas lines located in the corridor as part of the bid questions that I need to try and answer. The bidders know they have to call in locates and y’all would participate/mark where your facilities are as part of that, but I’m guessing they are just curious what all they might have to work around.

I’ve attached a PDF map of the area in question. It is the old railway easement ROW where the multi-use trail is installed in. There is a section/portion east of the multi-use trail where we are rebuilding as well.

To my knowledge there aren’t any gas lines in our actual transmission corridor, but I would expect where the corridor crosses roads that there might be gas lines present.

Thanks and let me know if you have any questions or if you need additional information.

Jameson Parker | Electrical Engineering Manager New Smyrna Beach Utilities Phone 386-424-3040 and Cell 386-314-9622 | Email jparker@nsbufl.com www.nsbufl.com

PLEASE NOTE: Florida has a very broad public records law. Most written communications, and email addresses, sent to or from the Utilities Commission, City of New Smyrna Beach are public records available to the public and media upon request. Your e-mail communications may be subject to public disclosure. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this message in error, please notify the Utilities Commission, City of New Smyrna Beach immediately by replying to the message and deleting it from your computer. Thank you.

NEW SMYRNA BEACH UTILITIES - ITB # 02-25

FIELD STREET TRANSMISSION LINE REBUILD (EAST)

PROJECT LOCATION

BID DRAWING INDEX

DWG # REVISION DRAWING TITLE

REVISION # DATE

EC-1 1 11/22/2024 COVER SHEET, LOCATION, AND INDEX OF DRAWINGS

EC-2 11/6/2024 GENERAL CONSTRUCTION NOTES

EC-3 1 11/22/2024 PLAN SHEET 1

EC-4 11/6/2024 PLAN SHEET 2

EC-5 1 11/22/2024 PLAN SHEET 3

EC-6 11/6/2024 SILT FENCE INSTALLATION

ED-1 11/6/2024 TRANSMISSION POLE GROUNDING

ED-2 11/6/2024 BIRD PROTECTION

ED-3 11/6/2024 TRANSMISSION FRAMING - T1

ED-4 11/6/2024 TRANSMISSION FRAMING - T2

ED-5 11/6/2024 TRANSMISSION FRAMING - D1

ED-6 11/6/2024 TRANSMISSION FRAMING - GUYING

ED-7 11/6/2024 TRANSMISSION FRAMING - ANCHORS

ED-8 11/6/2024 DISTRIBUTION UNDERBUILD - VA11R

ED-9 11/6/2024 DISTRIBUTION UNDERBUILD - VA5.2

ED-10 11/6/2024 DISTRIBUTION UNDERBUILD - VC1RVN.2

ED-11 11/6/2024 DISTRIBUTION UNDERBUILD - VG1.2

ED-12 11/6/2024 DISTRIBUTION UNDERBUILD - VC5.1

ED-13 11/6/2024 DISTRIBUTION UNDERBUILD - VC5.2

ED-14 11/6/2024 DISTRIBUTION UNDERBUILD - VC7.2

ED-15 11/6/2024 DISTRIBUTION UNDERBUILD - UC2G

ED-16 11/6/2024 DISTRIBUTION UNDERBUILD - SPAN GUY

ED-17 11/6/2024 DISTRIBUTION UNDERBUILD - SWITCHES

EP-1 11/6/2024 WOOD POLE DRILLING - T1 PATTERN

EP-2 11/6/2024 WOOD POLE DRILLING - T2 PATTERN

EP-3 11/6/2024 WOOD POLE DRILLING - T3 PATTERN

EP-4 1 11/22/2024 POLE FRAMING TABLE

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COVER SHEET, LOCATION, AND

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NTS

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EC-1

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BID DRAWINGS

GENERAL CONSTRUCTION NOTES

1. PROJECT SPECIFICATIONS FORM AN INTEGRAL PART FOR THE PROJECT CONSTRUCTION

DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS.

2. PHASE RELATIONSHIP FOR TRANSMISSION LINES SHALL BE A B C TOP TO BOTTOM AND

AS SHOWN IN THE DRAWINGS. CONTRACTOR SHALL VERIFY PHASING PRIOR TO

ENERGIZING CIRCUIT.

3. CONTRACTOR SHALL MAKE ALL EFFORTS TO INSTALL NEW POLES IN THE EXISTING POLE

HOLES. WHERE UNDERGROUND FACILITIES ARE IN CLOSE PROXIMITY TO A PROPOSED

POLE, THE CONTRACTOR SHALL HAND-DIG THE TOP 4' TO EXPOSE THE UTILITY. WHERE

THERE IS A POSSIBLE RISK TO A UTILITY DUE TO EXCAVATION, THE CONTRACTOR SHALL

TAKE ALL STEPS NECESSARY TO AVOID DAMAGE TO THE UTILITY, AND IS RESPONSIBLE FOR

ANY DAMAGE TO THAT UTILITY.

4. MATERIAL MANUFACTURERS AND STOCK NUMBERS SHOWN ARE RECOMMENDATIONS

AS TO FORM, FIT, AND QUALITY.

5. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE

CALL OF FLORIDA, INC. (800-432-4770) AT LEAST 2 BUSINESS DAYS IN ADVANCE OF

CONSTRUCTION, FOR LOCATION MARKING OR FLAGGING OF UNDERGROUND FACILITIES

BEFORE EXCAVATING. LOCATION OF UNDERGROUND FACILITIES ARE NOT INCLUDED IN

THE PLANS AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE IDENTIFIED.

WHERE UNDERGROUND FACILITIES ARE IN CLOSE PROXIMITY TO A PROPOSED POLE OR

ANCHORS, THE CONTRACTOR SHALL HAND-DIG THE TOP 4' TO EXPOSE THE UTILITY, AND

SHALL TAKE ALL STEPS NECESSARY TO AVOID DAMAGE. THE CONTRACTOR SHALL BE

LIABLE FOR ANY DAMAGE CAUSED TO SUCH UTILITY FACILITIES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS

FOR CONSTRUCTION OPERATIONS WITHIN CITY, COUNTY AND STATE ROAD RIGHT-OF-WAY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPROPRIATE SEDIMENT CONTROL DUE

TO CONSTRUCTION ACTIVITIES.

8. CONTRACTOR SHALL COORDINATE WITH NEW SMYRNA BEACH UTILITIES BEFORE CUTTING

ANY EXISTING CONDUCTORS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PHASE ROTATION, SETTING

UP OUTAGES, M.O.T. AND THE SAFETY OF WORKERS AND THE PUBLIC.

10. CONTRACTOR SHALL PROVIDE OVERHEAD CABLE SPLICES, WHERE NECESSARY.

11. THE CONTRACTOR SHALL COORDINATE WITH NEW SMYRNA BEACH UTILITIES FOR

ACCESS TO THE PROJECT SITE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE NEW SMYRNA

BEACH MULTI-USE PATH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

TO THE FENCED ENTRANCE TO THE MULTI-USE PATH DURING CONSTRUCTION SERVICES.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PROPERTY DAMAGE DURING

CONSTRUCTION SERVICES.

13. THE CONTRACTOR IS ADVISED THAT THERE ARE EXISTING GOPHER TORTOISE BURROWS

IN THE PROJECT AREA. THE OWNER WILL PERFORM AN ENVIRONMENTAL SURVEY PRIOR

TO THE START OF THE PROJECT TO IDENTIFY THESE LOCATIONS. CONTRACTOR SHALL

NOTIFY OWNER IF ADDITIONAL PROTECTED WILDLIFE IS IDENTIFIED WHILE ON SITE.

14. ALL DRAWINGS ARE NOT TO SCALE (NTS) AND SHALL NOT BE USED / REFERENCED

FOR DETERMINING DIMENSIONS.

15. CONTRACTOR RESPONSIBLE FOR DRILLING POLES AS NEEDED.

LEGEND & WORK DESCRIPTIONS

343'

EXISTING POLE (TO REMAIN)

REMOVAL OF EXISTING POLE

AND INSTALLATION OF NEW POLE

REMOVAL AND INSTALLATION OF NEW 3-PHASE

OVERHEAD TRANSMISSION CONDUCTOR

PHASE CONDUCTOR: 795AAAC

STATIC CONDUCTOR: 3 #6 ALUMOWELD

TRANSFER OF NEW SINGLE-PHASE OVERHEAD

DISTRIBUTION CONDUCTOR

PHASE CONDUCTOR: #2 AAAC

NEUTRAL CONDUCTOR: #2 AAAC

TRANSFER OF NEW THREE-PHASE OVERHEAD

DISTRIBUTION CONDUCTOR

PHASE CONDUCTOR: 652 AAAC

NEUTRAL CONDUCTOR: 4/0 AAAC

INSTALLATION OF NEW SPAN GUY WIRE(S)

SPAN GUY WIRE: 7/16" EHS

INSTALLATION OF NEW SILT FENCE

P34

70' - H1

T1 Const.

P35

70' - H1

T1 Const.

SPAN DISTANCE

LINE 1: POLE NUMBER

LINE 2: POLE HEIGHT AND CLASS

LINES 3-7: POLE FRAMING AND

GUYING ASSEMBLIES

POLE LOCATION(S) WHERE NSBU IS

EXPECTING MATTING TO BE REQUIRED

FOR WETLAND PERMITTING PURPOSES

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P34 70' - H1

T1 Const.

343' 258' 307' 287' 305' 301' 292' 289' 316'

298' 300'

P35 70' - H1

T1 Const.

P36 70' - H1

T1 Const.

P37 70' - H1

T1 Const.

P38 70' - H1

T1 Const.

P40

75' - H1 T2 Const.

VA11R (UB)

Guy Top Ph Guy Bottom Ph

Guy-SI(x2)

P41 75' - H1

T2 Const.

VA11R (UB)

P42 75' - H1

T2 Const.

VA5.2 (UB)

Guy-SI

P43 75' - H1

T2 Const.

Guy Top Ph

Guy Bottom Ph Guy-SI(x2)

P44 75' - H1

T2 Const.

Guy Top Ph

Guy Bottom Ph Guy-SI (x2)

P45 75' - H1

T2 Const.

Guy Top Ph

Guy Bottom Ph Guy-SI (x2)

N P900

45' - 2 Guy Top Ph

Guy Bottom Ph Guy-SG

Guy-SI (x2)

304'

287'

P39 70' - H1

T2 Const

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EC-3

300'

300'

300'

363'

300'

300'

300'

300'

300'

293'

313'

295'

300'

278'

266'

310'

P51

70' - H1

T1 Const.

P52

70' - H1

T1 Const.

P53

70' - H1

T1 Const.

P54

70' - H1

T1 Const.

P55

70' - H1

T1 Const.

P56

70' - H1

T1 Const.

P57

75' - H1

T1 Const.

P58

80' - H1

T1 Const.

P59

80' - H1

T1 Const.

P60

80' - H1

T1 Const.

P44

75' - H1

T2 Const.

Guy Top Ph

Guy Bottom Ph

Guy-SI(x2)

P45

75' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

P46

75' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

P47

75' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

P48

80' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

P49

75' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

P50

75' - H1

T2 Const

Guy Top Ph

Guy Bottom Ph

Guy-SI (x2)

N

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EC-4

310'

343'

252'

290'

310' 300' 300' 329'

270' 288'

333' 332'

332' 288'

300'

290'

127'

211'

80' Sub

P59 80' - H1

T1 Const.

P61 85' Concrete

Replace Hardware Only

T1 Const.

Guy-SI

P62 80' - H1

T2 Const.

Guy-SI

P63 80' - H1

T2 Const.

Guy Top Ph Guy Bottom Ph

Guy-SI(x2)

P68 95' - H1

T2 Const.

VC5.2 (UB)

S2.1 (x3)

Guy Top Ph Guy Bottom Ph

Guy-SI (x2)

P69 90' - H1

T1 Const.

VC1RVN.2 (UB)

VG1.2 (UB)

S2.1 (x3)

P60 80' - H1

T1 Const.

P64 80' - H1 T2 Const Guy Top Ph Guy Bottom Ph Guy-SI (x2)

P65 85' - H1

T2 Const Guy Top Ph

Guy Bottom Ph Guy-SI (x2)

P66 90' - H1 T2 Const Guy Top Ph Guy Bottom Ph Guy-SI (x2)

P67 90' - H1

T2 Const Guy Top Ph

Guy Bottom Ph Guy-SI (x2)

VC5.1 (UB)

P70 85' - H1

T1 Const

VC1RVN.2 (UB)

P71 80' - H1

T1 Const

VC1RVN.2 (UB)

P72 80' - H1

T1 Const

VC1RVN.2 (UB)

VG1.2 (UB)

P73 85' - H1 D1 Const

VC7.2 (UB)

Guy all conductors

Guy-SI (x12)

P74 80' - H1

T1 Const

VC1RVN.2 (UB)

UC2G

S2.1 (x3)

P75a 75' - H1

T1 Const

VC1RVN.2 (UB)

S2.1 (x3)

P75b 75' - H1

T1 Const

VC5.1 (UB)

Guy-SG (x3)

P76 70' - H1 D1 Const Guy all conductors Guy-SI (x4) Guy-SG (x4)

N

P901 45'-2

Guy Top UB Ph Guy Middle UB Ph Guy Bottom UB Ph

Guy-SG (x3) Guy-SI (x3)

P902 50'-2

Guy-SG (x4) Guy-SI (x4)

1 1

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J. PARKER

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EC-5

S u r f a c e

R u n o f f

Fence Fabric

Staked and Trenched Silt Fence

Backfill

4" Typ.

4" Typ.

UNLESS OTHERWISE NOTED BY NSBU, SILT FENCE TO BE INSTALLED AROUND PERIMETER OF JOB SITE FOR PREVENTING EXCAVATION

MATERIAL FROM ENTERING CANALS, DITCHES, ETC. AND TO PREVENT GOPHER TORTOISES FROM ENTERING ONTO JOBSITE

SILT FENCE INSTALLATION INSTRUCTIONS

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NTS

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EC-6

POLE GROUND / GROUNDING ASSEMBLY

Item #

Quantity Description

Manufacturer Model #

3 #10 Copperweld Grounding Wire - 40% Conductivity

AFL CCS03104DR5679F

Staple, Galvanized 1 1/2" x 3/4" x 1/4"

3 1

Pole Riser Ground Molding Wood 1" x 8'0" Hughes Brothers

2501.8

Staples, Galvanized 3" x 1 1/16"

5 3 10' Copper Clad Ground Rod, 3/4" Diameter

Powerline Hardware PLH-3410C

6 1

Ground Rod Clamp, 3/4" Diameter

ERICO HDC34

7 2

3/4" Ground Rod Coupling, Threadless

Powerline Hardware P34C

8 1

Compression Connector, Type H, (3#10 CW) to (3#10 CW)

Blackburn WR159

EXCEPT FOR THE TOP 2' AND BOTTOM 8' OF THE POLE, STAPLES ATTACHING THE GROUND WIRE TO THE POLE SHALL BE SPACED 2'

APART. STAPLES SHALL BE SPACED 6" APART FOR THE TOP 2' AND BOTTOM 8' OF THE POLE.

STAPLES ATTACHING THE MOLDING WOOD OVER THE GROUND WIRE SHALL BE SPACED 1' APART.

STAPLE SPACING

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TRANSMISSION FRAMING - GROUNDING

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POLE DETAIL

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J. PARKER

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J. PARKER

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NTS

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ED-1

INSTALL BIRD PROTECTION / POLE WRAP(S) ON EVERY POLE FROM THE TOP OF THE POLE TO A MINIMUM OF 2' BELOW THE

BOTTOM TRANSMISSION PHASE INSULATOR.

CONTRACTOR TO FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION OF BIRD PROTECTION / POLE WRAP(S)

BIRD PROTECTION INSTALLATION

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J. PARKER

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J. PARKER

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NTS

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ED-2

TANGENT POST INSULATOR ASSEMBLY [T1]

Qty Description

Manufacturer Model #

1 1

OHGW Support, Single Bolt 3/4", with link, 14" length

Hubbell PSC2061002

2 1

OHGW Suspension Clamp

Maclean FSC46

3 1 Washer 3" Round Flat, HDG, 3/4" Bolt

4 1

Square Curved Washer, HDG, 4" x 4", 3/4" Bolt

5 1

Locknut, HDG, Concave Square 3/4" Bolt

6 1

Compression Connector, Type H, (3#6 AW) to (3#10 CW)

Blackburn WR189

7 3

Insulator, Post, 138/161 kV, Polymer, Drop Tongue 2 Hole

Maclean H29010054AXSS021

8 3 Ball Y Clevis

Powerline

Hardware

PYBC30

9 3

Socket Eye

Maclean SE-1000-6

10 3 Armor Grip Suspension for 795 AAC Arbutus

PLP AGS5127

11 2

Square Curved Washer, HDG, 4" x 4", for 7/8" Bolts

12 10

Locknut, Concave Square, HDG, for 7/8" Bolt

13 12 Washer 3" Round Flat, HDG, For 7/8" Bolts

14 2 DA Bolt, Machine, HDG, 7/8" x 32"

15 4

Square Curved Washer, HDG, 3" x 3", for 7/8" Bolts

16 4 Washer 2" Round Flat, HDG, For 7/8" Bolts

17 2 Washer 2" Round Flat, HDG, For 3/4" Bolts

18 3

Compression Connector, Type H, 3#10 to 3#10

Blackburn WR159

19 2 Bolt, Machine, HDG, 7/8" x 20"

Staples

21 Phase Conductor - 795 AAC Arbutus

22 OHGW - 3#6ALWD

Pole - Wood - Class H1

795 Arbutus - Full Tension Sleeve Eaton HR795-37AL

3#6 ALWD - Full Tension Sleeve

Burndy

YDS7M9T

3, 4, 5, 17(x2)

8, 9, 10

11, 12, 13

8, 9, 10

12, 13, 15

12, 13

3 #10CW

3#10 CW

6"

13' 6" (NTS)

10'

12, 13, 16(x2)

11, 12, 13, 16(x2)

A-PHASE INSULATOR

C-PHASE INSULATOR

B-PHASE INSULATOR

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TRANSMISSION FRAMING - T1

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THREE PHASE TANGENT (VERTICAL ALTERNATE)

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J. PARKER

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J. PARKER

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NTS

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ED-3

TANGENT POST INSULATOR ASSEMBLY [T2]

Qty Description

Manufacturer Model #

1 1

OHGW Support, Single Bolt 3/4", with link, 14" length

Hubbell PSC2061002

2 1

OHGW Suspension Clamp

Maclean FSC46

3 1 Washer 3" Round Flat, HDG, 3/4" Bolt

4 1

Square Curved Washer, HDG, 4" x 4", 3/4" Bolt

5 1

Locknut, HDG, Concave Square 3/4" Bolt

6 1

Compression Connector, Type H, (3#6 AW) to (3#10 CW)

Blackburn WR189

7 3

Insulator, Post, 138/161 kV, Polymer, Drop Tongue 2 Hole

Maclean H29010054AXSS021

8 3 Ball Y Clevis

Powerline

Hardware

PYBC30

9 3

Socket Eye

Maclean SE-1000-6

10 3

Armor Grip Suspension for 795 AAC Arbutus

PLP AGS5127

11 6 Square Curved Washer, HDG, 4" x 4", for 7/8" Bolts

12 6 Locknut, Concave Square, HDG, for 7/8" Bolt

13 12 Washer 3" Round Flat, HDG, For 7/8" Bolts

14 4 Bolt, Machine, HDG, 7/8" x 20"

15 4

Compression Connector, Type H, 3#10 to 3#10

Blackburn WR159

16 2 Bolt, Machine, HDG, 7/8" x 22"

17 2 Washer 2" Round Flat, HDG, For 3/4" Bolts

18 6 Washer 2" Round Flat, HDG, For 7/8" Bolts

19 2

Staples

20 Phase Conductor - 795 AAC Arbutus

21 OHGW - 3#6ALWD

Pole - Wood - Class H1

795 Arbutus - Full Tension Sleeve Eaton HR795-37AL

3#6 ALWD - Full Tension Sleeve

Burndy

YDS7M9T

3, 4, 5, 17(x2)

8, 9, 10

11, 12, 13

8, 9, 10

3 #10CW

3#10 CW

11, 12, 13

6"

8, 9, 10

11, 12, 13

12'(NTS)

10'

10'

11, 12, 13, 18(x2)

A-PHASE INSULATOR

B-PHASE INSULATOR

C-PHASE INSULATOR

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TRANSMISSION FRAMING - T2

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THREE PHASE TANGENT (VERTICAL)

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J. PARKER

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J. PARKER

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NTS

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ED-4

DOUBLE DEADEND ASSEMBLY [D1]

Qty Description

Manufacturer Model #

1 2

Deadend Tee (OHGW)

Maclean EPF-88-8

2 2

Y-Clevis Eye (OHGW)

Maclean YCE65-625

3 2

Deadend Clamp Quadrant Strain (OHGW)

Maclean DA22-N

4 4 Bolt, Machine, HDG, 7/8" x 16"

5 32 Washer 3" Round Flat, HDG, For 7/8" Bolts

6 16

Square Curved Washer, HDG, 4" x 4", for 7/8" Bolts

7 16

Locknut, Concave Square, HDG, for 7/8" Bolt

8 1

Compression Connector, Type H, (3#6 AW) to (3#6 AW)

Blackburn WR1010

9 1

Compression Connector, Type H, (3#6 AW) to (3#10 CW)

Blackburn WR189

10 4

Compression Connector, Type H, (3#10 AW) to (3#10 CW)

Blackburn WR159

11 4 Bolt, Machine, HDG, 7/8" x 18", With Nuts

12 6

Deadend Tee (Phase)

Maclean DETR60K-88

13 6

Suspension Insulator 138/161kV, Polymer, Y Clevis to Ball, Ansi 25 KIP

Maclean S14080054VXSS027

14 6

Socket Eye

Maclean SE-1000-6

15 4

Deadend Clamp Quadrant Strain (Phase)

Maclean ADE140S

16 3

795AAC Aluminum Sleeve Jumper (Non-Tension Splice)

Hubbell JLS1111

17 8 Bolt, Machine, HDG, 7/8" x 20", With Nuts

18 4 Washer 2" Round Flat, HDG, For 3/4" Bolts

18 12 Washer 2" Round Flat, HDG, For 7/8" Bolts

Staples

19 Phase Conductor - 795 AAC Arbutus

20 OHGW - 3#6ALWD

Pole - Wood - Class H1

795 Arbutus - Full Tension Sleeve Eaton HR795-37AL

3#6 ALWD - Full Tension Sleeve

Burndy

YDS7M9T

1, 2

5, 6, 7

5, 6, 7

6"

12'(NTS)

10'

10'

4, 5

11, 5

3#10CW

5, 6, 7, 18(x2)

5, 6, 7, 19(x2)

A-PHASE INSULATORS

B-PHASE INSULATORS

C-PHASE INSULATORS

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TRANSMISSION FRAMING - D1

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THREE PHASE DEADEND (VERTICAL)

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J. PARKER

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J. PARKER

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NTS

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ED-5

6, 7 7, 8, 9

GUYING ASSEMBLY - NO STRAIN INSULATOR [GUY-NSI]

Item #

Quantity Description

Manufacturer Model #

1 1

Dead-End Tee (Guy)

Maclean DETR60K67

2 1 Clevis Thimble MacLean CT88-H

3 2

7/16" Guy Grip Dead-End

PLP GDE-1108

4 1

7/16" EHS Guy Wire

5 1

Guy Guard (Marker) 8'

6 2 Bolt, Machine, HDG, 3/4" x 20", With Nuts

7 4 Washer 3" Round Flat, HDG, 3/4" Bolt

8 2

Square Curved Washer, 4" x 4", HDG, 3/4" Bolt

9 2

Locknut, Concave Square, HDG, 3/4" Bolt

10 2

Compression Connector, Type H, (3#10 CW) to (3#10 CW)

Blackburn WR159

11 1

Compression Connector (3#10 CW) to 7/16" Burndy

YHD200

12 2 Washer 2" Round Flat, HDG, For 3/4" Bolts

6, 7

7, 8, 9

GUYING ASSEMBLY - STRAIN INSULATOR [GUY-SI]

Item #

Quantity Description

Manufacturer Model #

1 1

Dead-End Tee (Guy)

Maclean DETR60K67

2 1

Insulator, Strain Fiberglass, Clevis Ends with 1 roller, 3/4" x

144"

MacLean GCC30-144RSC

3 2

7/16" Guy Grip Dead-End

PLP GDE-1108

4 80

7/16" EHS Guy Wire

5 1

Guy Guard (Marker) 8'

6 2 Bolt, Machine, HDG, 3/4" x 20", With Nuts

7 4 Washer 3" Round Flat, HDG, 3/4" Bolt

8 2

Square Curved Washer, 4" x 4", HDG, 3/4" Bolt

9 2

Locknut, Concave Square, HDG, 3/4" Bolt

10 2

Compression Connector, Type H, (3#10 CW) to (3#10 CW)

Blackburn WR159

12 2 Washer 2" Round Flat, HDG, For 3/4" Bolts

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TRANSMISSION FRAMING - GUYING

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TRANSMISSION GUYING DETAILS

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J. PARKER

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J. PARKER

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NTS

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ED-6

ANCHOR ASSEMBLY

Quantity Description

Manufacturer Model #

1 1 Anchor, 8" - 10" -12" Helix

Maclean D6636-DU

2 1

Guy Adapter 18"

Maclean D6606US

3 1 Anchor Extension, 1-1/2" x 5'

Hubbell 12656

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FIELD STREET TRANSMISSION LINE REBUILD

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TRANSMISSION FRAMING - ANCHORS

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ANCHOR DETAIL

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-7

VA11R ASSEMBLY

Qty Description

NSBU Stock #

1 1

Bracket Offset for Post Insulator Mounting

285-74-100849

2 1 Horizontal Post Insulator, 46kV, 3/4"-10 UNC Threaded Hole

285-74-100238

3 1

Clamp, Side Post, (Trunnion) .25-.56 Alum

450-83-100096

4 1

Post Insulator Stud (Short), 3/4" x 3/4" x 1 3/4"

285-74-100344

5 3

Bolt, Machine Square Head, HDG, 5/8" x 22"

285-74-100081

6 3

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

7 3

Washer, Spring, 3/4"

285-74-100714

8 1

Clevis, Secondary, HDG, 1" x 1/2" x 1/8"

285-74-100113

9 1

Insulator Spool Type, Wet Process, Gray Glazed Porcelain

285-74-100235

10 10 Wire Tie, #4 Solid AL Bare Soft Drawn

280-16-109371

11 1

Connector Compression Parallel Tap, WR-159

285-93-100118

6, 7

6, 7

9'0" (NTS)

4'0"

C-PHASE TRANSMISSION INSULATOR

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DISTRIBUTION UNDERBUILD - VA11R

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SINGLE PHASE TANGENT (ALTERNATE)

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-8

VA5.2 ASSEMBLY

Qty Description

NSBU Stock #

1 3

Deadend Suspension Insulator

285-74-100248

2 5

Deadend Shoe Aluminum, Straight (#4 - 2/0)

285-74-100161

3 2 Bolt, Double Armed 5/8" x 20"

285-74-100026

4 5

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

5 5

Washer, Spring, 3/4"

285-74-100714

6 5

Oval Eye Nut, 5/8"

285-74-100603

7 4

Connector Compression Parallel Tap, WR-159

285-93-100118

4, 5, 6

9'0" (NTS)

4'0"

4, 5, 6

C-PHASE TRANSMISSION INSULATOR

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NEW SMYRNA BEACH UTILITIES

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FILE:

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DATE:

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FIELD STREET TRANSMISSION LINE REBUILD

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DISTRIBUTION UNDERBUILD - VA5.2

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SINGLE PHASE DOUBLE DEADEND

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-9

3, 13

6, 7

6, 7

9'0" (NTS)

4'0"

3, 13

7'0"

VC1RVN.2 ASSEMBLY

Item #

Qty Description

NSBU Stock #

1 3

Bracket Offset for Post Insulator Mounting

285-74-100849

2 3 Horizontal Post Insulator, 46kV, 3/4"-10 UNC Threaded Hole

285-74-100238

3 3

Clamp, Side Post, (Trunnion) 1.00-1.50 Alum

450-83-100097

4 3

Post Insulator Stud (Short), 3/4" x 3/4" x 1 3/4"

285-74-100344

5 5

Bolt, Machine Square Head, HDG, 5/8" x 20"

285-74-100081

6 5

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

7 5

Washer, Spring, 3/4"

285-74-100714

8 1

Clevis, Secondary, HDG, 1" x 1/2" x 1/8"

285-74-100113

9 1

Insulator Spool Type, Wet Process, Gray Glazed Porcelain

285-74-100235

10 10 Wire Tie, #4 Solid AL Bare Soft Drawn

280-16-109371

11 1

Connector Compression Parallel Tap, WR-379

285-93-100127

12 1

Connector Compression Parallel Tap, WR-159

285-93-100118

13 3

Rod Armor, Line Guard 652.4AAAC, 43" Length Cable

285-74-100289

14 2 Bolt, Double Armed 5/8" x 20"

285-74-100026

C-PHASE TRANSMISSION INSULATOR

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THREE PHASE VERTICAL (MODIFIED)

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-10

41"

VG1.2 ASSEMBLY

Item #

Qty Description

NSBU Stock #

1 1

Stirrup Alum. 336-954

285-10-100108

2 1

Clamp, Hot-Line, Small

285-10-100086

3 15

#4 Solid Copper, Soft Drawn, Poly Black Coating

280-16-109385

4 1

Cutout 21-27kV, 100A SS Fuse Type

285-28-100140

5 1

Bracket Single Phase Device Arm

285-74-100637

6 1 Arrester, Riser Pole, 18kV MCOV

285-03-100848

7 1 Bracket Tank Arrester 285-74-100074

8 1 Arrester Guard, Cover

285-74-100796

9 4

Bolt, Machine Square Head, HDG, 5/8" x 22"

285-74-100081

10 4

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

11 4

Washer, Spring, 3/4"

285-74-100714

12 2

Connector Compression Parallel Tap, WR-159

285-93-100118

1, 2

6, 7, 8

9, 10, 11

9, 10, 11

12"

7'0" (NTS)

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FIELD STREET TRANSMISSION LINE REBUILD

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DISTRIBUTION UNDERBUILD - VG1.2

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SINGLE PHASE TRANSFORMER

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-11

VC5.1 ASSEMBLY

Qty Description

NSBU Stock #

1 6

Deadend Suspension Insulator

285-74-100248

2 6

Deadend Shoe, Straight 652AAAC

285-74-100658

3 7 Bolt, Double Armed 5/8" x 20"

285-74-100026

4 16

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

5 16

Washer, Spring, 3/4"

285-74-100714

6 7

Oval Eye Nut, 5/8"

285-74-100603

7 3 Connector AMPACT 652-652AAAC 285-95-100582

8 1

Deadend Shoe Aluminum, Straight, 1/0STR 397 AAAC

285-74-100162

9 1 Connector, AMPACT 4/0-4/0

285-95-100587

10 1

Connector Compression Parallel Tap, WR-379

285-93-100127

11 1

Connector Compression Parallel Tap, WR-159

285-93-100118

4, 5

9'0" (NTS)

4'0"

4'0"

0'6"

4'6"

0'6"

C-PHASE TRANSMISSION INSULATOR

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FILE:

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FIELD STREET TRANSMISSION LINE REBUILD

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DISTRIBUTION UNDERBUILD - VC5.1

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THREE PHASE DOUBLE DEADEND (VERTICAL)

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-12

11, 12

9'0" (NTS)

7'0"

VC5.2 ASSEMBLY

Item #

Qty Description

NSBU Stock #

1 5

Clamp, Top Post Insulator, (Trunnion) 1.00-1.50 Alum

450-83-100097

2 5

Top Post Insulator, 46kV, 3/4"-10 UNC Threaded Hole

285-74-100239

3 1

Crossarm Fiberglass Heavy Tangent - Brace Type 8'

285-74-100066

4 5 Bolt, Stud 3/4" x 3/4" x 7" Galvanized Steel

285-74-100867

5 6 Connector AMPACT 652-652AAAC 285-95-100582

6 1

Connector Compression Parallel Tap, WR-379

285-93-100127

7 3

Deadend Shoe, Straight, 652AAAC

285-74-100658

8 1

Deadend Shoe Aluminum, Straight, 1/0STR 397 AAAC

285-74-100162

9 3

Deadend Suspension Insulator

285-74-100248

10 5

Bolt, Machine Square Head, 5/8" x 22"

285-74-100081

11 5

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

12 5

Washer, Spring, 3/4"

285-74-100714

13 3

Bolt, Oval Eye 5/8" x 10"

285-74-100013

14 1

Bolt, Double Arming, 5/8" x 30"

285-74-100030

15 5

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

16 5

Washer, Spring, 3/4"

285-74-100714

17 1

Oval Eye Nut, 5/8"

285-74-100603

18 1

Clevis, Secondary, HDG, 1" x 1/2" x 1/8"

285-74-100113

19 1

Insulator Spool Type, Wet Process, Gray Glazed Porcelain

285-74-100235

20 20 Wire Tie, #4 Solid AL Bare Soft Drawn

280-16-109371

21 1

Connector Compression Parallel Tap, WR-379

285-93-100127

22 1

Connector Compression Parallel Tap, WR-159 285-93-100118

23 1 Crossarm Galvanized Steel Deadend, 102"

285-74-100071

23 3

Rod Armor, Line Guard 652.4 AAAC 43" Length Cable

285-74-100289

2'0"

5, 6

7, 8

10, 11, 12

13, 14, 15, 16, 17

*Note: Neutral Deadend on Crossarm

10, 11, 12

C-PHASE TRANSMISSION INSULATOR

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NEW SMYRNA BEACH UTILITIES

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FILE:

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FIELD STREET TRANSMISSION LINE REBUILD

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DISTRIBUTION UNDERBUILD - VC5.2

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THREE PHASE DEADEND (CROSSARM)

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J. PARKER

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J. PARKER

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NTS

AutoCAD SHX Text 11/6/2024

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ED-13

9'0" (NTS)

2'0"

7'0"

VC7.2 ASSEMBLY

Item #

Qty Description

NSBU Stock #

1 6 Connector AMPACT 652-652AAAC 285-95-100582

2 1 Connector, AMPACT 4/0-4/0

285-95-100587

3 6

Deadend Shoe, Straight, 652AAAC

285-74-100658

4 6

Deadend Suspension Insulator

285-74-100248

5 4 Crossarm Galvanized Steel Deadend, 102"

285-74-100071

6 6

Bolt, Machine Square Head, 5/8" x 22"

285-74-100081

7 14

Washer, Square Curved, 3" x 3", 11/16" Hole

285-74-100720

8 14

Washer, Spring, 3/4"

285-74-100714

9 6

Bolt, Double Arming, 5/8" x 30"

285-74-100030

10 8

Oval Eye Nut, 5/8"

285-74-100603

11 2

Deadend Shoe Aluminum, Straight, 1/0STR 397 AAAC

285-74-100162

12 1

Connector Compression Parallel Tap, WR-379

285-93-100127

13 1

Connector Compression Parallel Tap, WR-159

285-93-100118

14 15 Wire Tie, #4 Solid AL Bare Soft Drawn

280-16-109371

2'0"

6, 7, 8

9, 7, 8

6, 7, 8, 10

6, 7, 8, 10

6, 7, 8

C-PHASE TRANSMISSION INSULATOR

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NEW SMYRNA BEACH UTILITIES

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FILE:

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SCALE:

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