Attch 3 Mapping Report.pdf

Self-Support Tower Mapping Report

County:

Mapping Lead:

Mapping Member:

Hayden Peak

LAZ - 05

AAI-15-0001-1

SST

60'0"

Site Name:

Site Number:

CLS Job Number:

Tower Type:

Tower Height:

5/26/2016 6/13/2016

Mohave County City, State: Kingman, AZ

Erik Sanders Chris Thompson N/AMapping Member:

Mapping Date:

Report Completed:

1. 1

2. 1

3. 2

4. 3

5. 4

6. 5

7. 8

8. 9

10. 14

11. 15

12. 16

Self Support Tower Mapping Report Site Name:

CLS Job #:

Date:

Table of Contents

Hayden Peak

AAI-15-0001-1

6/13/2016

Scope of Work

Data Collection Procedures

Site Summary

Site Plan

Tower Elevation

Tower Section Details

Coaxial Cables

Antenna & Mount Details

Foundation Details

Disclaimer

Appendix - PHOTOS

1.

2.

All work completed by Centerline Solutions, LLC and its sub-contractors is performed with strict compliance to all OSHA rules and regulations. Monopoles measurements have been made by tape drop for tower and appurtenance elevations, tape measure, dial calipers, and/or ultrasonic thickness gauge for tower components, and foundation depths have been obtained using sonic echo and impulse response measurement systems. All tools are inspected and calibrated regularly and the crews have extensive training and field experience.

Hayden Peak

• Antenna and coax mapping – size, location on tower, carrier

• Tower mapping – tower geometry, member sizes, connection details

• Base foundation mapping – overall size, location relative to ground elev.

Data Collection Procedures

Scope of Work

6/13/2016

Self Support Tower Mapping Report

AAI-15-0001-1

Site Name:

CLS Job #:

Date:

3.

Self Support Tower Mapping Report Site Name:

CLS Job #:

Date:

Street Address N/A

Hayden Peak

Site Summary

Site Location

AAI-15-0001-1

6/13/2016

Site Elevation Wind Speed Temperature

Antenna Condition Summary -All antennas appear to be in good condition.

-Dish at 25 ft is missing the bolt for its stiffener arm -All coax ladder on the site is damaged near the top of the tower.

General Notes -N/A

10mph 65°F, Sunny

Access Details 4wd, high clearance is required to reach this site. Contact Martin Stampfli from the BLM Kingman office for site access details. No site gate located on site.

Tower Condition Summary -Tower needs maintenance. Extremely loose diagonal bolts were found on site.

-Both rest platforms on site have loose and missing bolts.

-Foundation appears to be in good condition.

Mohave 35° 4' 56.00"N, 113° 54' 18.00"W 8,374 ft

City State County Latitude/Longitude

Kingman Arizona

4.

Hayden Peak

Site Plan

Self Support Tower Mapping Report Site Name:

CLS Job #: AAI-15-0001-1 Date: 6/13/2016

5.

Tower Elevation

Self Support Tower Mapping Report Site Name:

6.

Site Name:

CLS Job #: AAI-15-0001-1 Date: 6/13/2016

Hayden Peak

Tower Section Details

Face Width Top

Bottom 10'7" 8'6.5"

Bottom Flange Detail

Gusset Plate DetailTower Section 1 (0'-20')

C1 - Base Plate 7"x7"x1" 5"

Stitch Bolt ---

1 1/2" A325 4 7/8" ---

1 1/2" A325 C2 - Gusset Plate 6.75"x2.25"x3/16" 1 1/2" A325 ---

Bolt c/cSizeMember M1 - Leg P3.5" OD x 0.331" thk --- M2 - Diag L2x2x1/8" ---

Grade

Bolt # Size

Site Name: Hayden Peak CLS Job #: AAI-15-0001-1

Tower Section 2 (20'-40') Gusset Plate Detail

Face Width Top 8'6.5"

Bottom 6'6"

Date: 6/13/2016

Tower Section Details

Bottom Flange Detail

Bolt c/c M1 - Leg P2.875" OD x 0.277" thk --- --- --- --- Member Size Bolt # Size Grade

C1 - Base Plate 6"x6"x3/4" 4 3/4" A325 4"

M2 - Diag L1.75x1.75x1/8" 1 1/2" A325

Stitch Bolt --- 1 1/2" A325 --- ---C2 - Gusset Plate 6.75"x2.25"x3/16" 1 1/2" A325

5"x5"x3/4"C1 - Base Plate

---A3251/2"1---Stitch Bolt ---A3251/2"16.75"x2.25"x3/16"C2 - Gusset Plate

*Two rest platforms exist in this section. The first is at the top of the first X-brace and the second is at the bottom of the last X-brace.

M3 - Top Girt L2x2x1/8" 1 1/2" A325 ---

M1 - Leg 2" Std Pipe --- --- --- --- M2 - Diag L1.5x1.5x1/8" 1 1/2" A325 ---

3.5"A3255/8"4

Tower Section 2 (40'-60') Gusset Plate Detail

Face Width Top 6'6"

Bottom 6'6"

Member Size Bolt # Size Grade Bolt c/c

Self Support Tower Mapping Report Site Name: Hayden Peak CLS Job #: AAI-15-0001-1 Date: 6/13/2016

Tower Section Details

Bottom Flange Detail

7.

Coaxial Cables

Self Support Tower Mapping Report Site Name:

CLS Job #: AAI-15-0001-1 Date: 6/13/2016

Coax Details Coax # Type/Size Quantity Model Carrier Elevation

41' 3-6 1/2" 4 --- BLM - Existing 56',61' 1-2 1.1" OD 2 --- BLM - Existing

25',30',35'7-10 1.1" OD 4 --- BLM - Existing

1/2" 5/8" 1/2"

1 --- BLM - Existing 20.5'

BLM - Existing BLM - Existing BLM - Existing

49' 22' 42'

Coaxial Cable Diagram

36' 16 3/8" 1 --- BLM - Existing 32' 15 1/2" 1 --- BLM - Existing 14 3/8"

Site Name:

CLS Job #:

Date:

8.

Qty

Elev. Label Qty. Qty Model/Size No. Size 20.5' N/A 1 --- 1 3/8"

Qty

Elev. Label Qty. Qty Model/Size No. Size 22' N/A 1 --- 1 5/8"

Hayden Peak

AAI-15-0001-1

6/13/2016

18' x 2.75" dia Omni

N/A

1.5' Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier

Appurtenance

Carrier

BLM

Ancillarty Eqp.

N/AG Leg Mount Description

Standoff Mount Mount Elev. Standoff

1.5'20.5'

Photo 3Photo 1 Photo 2

Model /Size Telewave - ANT150-F2

Antenna & Mount Details

Model /Size --- N/A

BLM

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines

Standoff Mount 22' A Leg N/A

FeedlinesLeg/Azimuth

Photo 1 Photo 2 Photo 3

Leg/Azimuth Face Width

CLS Job #:

Date:

8.

Qty

Elev. Label Qty. Qty Model/Size No. Size

25' N/A 1 --- 1 1.1" OD

30' N/A 1 --- 1 1.1" OD

35' N/A 1 --- 1 1.1" OD

Qty

Elev. Label Qty. Qty Model/Size No. Size 32' N/A 1 --- 1 3/8"8'x1" Dia Omni --- N/A

Photo 1 Photo 2 Photo 3

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier

4.5" OD Pipe Mount

Hayden Peak

AAI-15-0001-1

6/13/2016

Mount Description Mount Elev. Leg/Azimuth Face Width Carrier

Appurtenance

BLM

Appurtenance Ancillarty Eqp.

Photo 1 Photo 2 Photo 3

Leg/Azimuth Feedlines Standoff 32' B Leg N/A 1.5'

Model /Size

B Leg

Antenna & Mount Details

Ancillarty Eqp. Leg/Azimuth Feedlines

Standoff 25'-35' B Leg --- 1.5' BLM

Andrew - P4F-9-N7A Dish --- Model /Size

Andrew - P4F-9-N7A Dish --- B Leg Andrew - P4F-9-N7A Dish --- B Leg

CLS Job #:

Date:

8.

Qty

Elev. Label Qty. Qty Model/Size No. Size 36' N/A 1 --- 1 1/2"

Qty

Elev. Label Qty. Qty Model/Size No. Size

41' N/A 1 --- 2 1.1" OD

Model /Size 20' Dipole --- N/A

BLM

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines

Standoff 41' B Leg N/A 1.5'

A Leg N/A 1.5'

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier

Photo 1 Photo 2 Photo 3

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier

Model /Size Telewave - ANT150-F2 Omni --- N/A

BLM

Hayden Peak

AAI-15-0001-1

6/13/2016

Antenna & Mount Details Photo 1 Photo 2 Photo 3

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines Standoff 36'

CLS Job #:

Date:

8.

Qty

Elev. Label Qty. Qty Model/Size No. Size 42' N/A 1 --- 1 3/8"

Qty

Elev. Label Qty. Qty Model/Size No. Size 49' N/A 1 --- 1 1/2"

Model /Size Telewave - ANT150-F2 Omni --- N/A

BLM

Appurtenance Ancillarty Eqp.

Mount Elev. Leg/Azimuth Face Width Standoff Carrier

Hayden Peak

AAI-15-0001-1

6/13/2016

Antenna & Mount Details Photo 1 Photo 2 Photo 3

Leg/Azimuth Feedlines Standoff 42' A Leg N/A 1.5'

Mount Description

Photo 1 Photo 2 Photo 3

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier Standoff 49' A Leg N/A 1.5' BLM

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines Model /Size

Telewave - ANT150-F2 Omni --- N/A

CLS Job #:

Date:

8.

Qty

Elev. Label Qty. Qty Model/Size No. Size 56' N/A 1 --- 1 1/2"

Qty

Elev. Label Qty. Qty Model/Size No. Size 61' G Leg 1 --- 1 1/2" 61' B Leg 1 --- 1 1/2" 61' A Leg 1 --- 1 1/2"

Hayden Peak

AAI-15-0001-1

6/13/2016

Antenna & Mount Details Photo 1 Photo 2 Photo 3

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier Leg Mounted 56' G Leg N/A --- BLM

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines Model /Size

3'x1'3" Yagi Antenna --- N/A

Photo 1 Photo 2 Photo 3

Mount Description Mount Elev. Leg/Azimuth Face Width Standoff Carrier Leg Mounted 61' A, B, G N/A --- BLM

Appurtenance Ancillarty Eqp. Leg/Azimuth Feedlines Model /Size

20'x2.375" dia. Omni --- N/A

Site Name: Hayden Peak CLS Job #: AAI-15-0001-1 Date:

10.

N *Rock Anchors

2'8"

6/13/2016

Pier Dimension Overall Length

Foundation Details

Leg Avg. Exposed

Height

Foundation Geometry

24"

Formed Cap (Y/N)

N *Rock AnchorsA B 2'8"

*The above grade piers terminate at 42" below the top of pier based on observations, as well as notes and photos of the original installation provided to Centerline Solutions by the BLM. These photos and notes refer to the installation of rock anchors installed to a 12ft depth. No rock anchor load tests or design notes are available at this time.

12" N *Rock Anchors C 2'8" 33"

11.

Pipe Center to Center Dist. Foam Heliax Angle Edge to Edge Dist. Smooth Heliax Double Angle Above Ground Level Rigid Conduit 60° Angle Bent Leg Metal Conduit Schifflerized Angle Bent Plate Safety Cable Long Leg Vertical Could Not Verify Lightning Cable Long Leg Horizontal Bolt Circle Solid Rod Elliptical Waveguide

Self Support Tower Mapping Report Site Name:

CLS Job #: AAI-15-0001-1 Date: 6/13/2016

Disclaimer

Installation procedures and related loading are not within the scope of this analysis. A contractor experienced in similar work should perform all installation work. The services provided by Centerline Solutions, LLC are limited to the mapping of the structure and existing appurtenances. It is assumed that the existing structure is properly maintained and is in good condition free of any defects.

Centerline Solutions, LLC does not make any warranties, expressed or implied in connection with this report and disclaims any liability arising from deficiencies or any existing conditions of the original structure. Centerline Solutions, LLC will not be responsible for consequential or incidental damages sustained by any parties as a result of any data or conclusions included in this Report. The maximum liability of Centerline Solutions, LLC pursuant to this report shall be limited to the consulting fee received for the preparation of the report.

Symbols & Notations:

FH =

SM =

c/c =

SC =

e/e =

AGL =

BL =

BP =

CNV =

Hayden Peak

BC =

EW =

P = L =

2L = V =

SCH =

LLV =

LLH =

SR =

LC =

RC =

MC =

12.

Hayden Peak

Appendix - PHOTOS

Self Support Tower Mapping Report Site Name: