Attachment B (Tower Plans)~1.pdf

PDF 1 MB Posted Nov 2, 2023

Attached to: Wolf Mtn. Communication Site Build
Solicitation number: S-73000-00008156
Issued by: Lane County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

The document provided appears to be a schematic drawing and bill of materials for a new 120 ft. communications tower to be built at the Wolf Mountain site in Oregon for the Oregon Department of Transportation. The drawing details the concrete foundation, anchor bolt arrangement, and tower leg template supports required for the tower installation. The bill of materials lists the quantities and part numbers for all required foundation and tower components.

The related state and local contract opportunity indicates this is for the construction of a new radio communications facility, including the 120 ft. tower and associated infrastructure, on Wolf Mountain in the Willamette National Forest. The project is located in Lane County, Oregon. No further details are provided on the full scope of the project, response requirements, or award process.

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Other files

File	Type	Posted
35809_ITB_PW dojapprvd.docx	DOCX document	Nov 2, 2023
Attachment C (Specifications).pdf	PDF	Nov 2, 2023
Attachment E (GeoTechReport)(For Informational Purposes Only)08192016.pdf	PDF	Nov 2, 2023
35809 Addendum 3 Revised.docx	DOCX document	Nov 2, 2023
Attachment A-1 (Site Plans).pdf	PDF	Nov 2, 2023
Attachment B (Project Description and Scope of Work).docx	DOCX document	Nov 2, 2023
Attachment G (LMR Antenna System Standard).pdf	PDF	Nov 2, 2023
35809 Addendum 1.docx	DOCX document	Nov 2, 2023
Attachment D (Permits).pdf	PDF	Nov 2, 2023
35809 Addendum 6_Final.docx	DOCX document	Nov 2, 2023
Attachment A-2 (Tower Plans).pdf	PDF	Nov 2, 2023
Attachment A-3 (Communication Shelter Plans).pdf	PDF	Nov 2, 2023
Attachment F (Communication Site Antenna and Tower Mounted Equipment Installation Standards).pdf	PDF	Nov 2, 2023
Attachment I (Structural Analysis Report)(For informational purposes only).pdf	PDF	Nov 2, 2023
35809 Addendum 2.docx	DOCX document	Nov 2, 2023
Mandatory_Pre-Bid_Sign_In_Roster(For Informational Purposes Only).pdf	PDF	Nov 2, 2023
35809 Addendum 4_Final.docx	DOCX document	Nov 2, 2023
35809 Addendum 5_Final.docx	DOCX document	Nov 2, 2023
Attachment A-4 (Generator Shelter Plans).pdf	PDF	Nov 2, 2023
Attachment D (Permits)~1.pdf	PDF	Nov 2, 2023
Attachment J (Bid Pricing Form) Revised.xlsx	XLSX spreadsheet	Nov 2, 2023
Preliminary Results~70.xlsx	XLSX spreadsheet	Nov 2, 2023
WMCP RFP advertisement.pdf	PDF	Nov 2, 2023
Attachment A (Site Plans) InfoOnly.pdf	PDF	Nov 2, 2023
Attachment C (Specifications Manual) Revised~1.doc	DOC document	Nov 2, 2023
Attachment E (GeoTechReport)(For Informational Purposes Only)08192016~1.pdf	PDF	Nov 2, 2023
Attachment H (Antenna Sweep Display Examples).pdf	PDF	Nov 2, 2023
Intent To Award~4.xlsx	XLSX spreadsheet	Nov 2, 2023

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AutoCAD SHX Text

ROUND PIER AS SHOWN. MAY BE FORMED SQUARE USING SAME OVERALL DIMENSIONS.

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CENTERLINE OF TOWER

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GRADE

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OF PIER

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CENTERLINE

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PIERS

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TOTAL

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(PIER VERTICAL REBAR)

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TOTAL REBAR WT.

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TOTAL LGTH.

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REINFORCING STEEL SCHEDULE

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TEMPLATE SCHEDULE

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NO. REQ'D.

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ANCHOR BOLT SCHEDULE

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NO. REQ'D.

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PART NO.

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PAD

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CONCRETE

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ROUND

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PIERS

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REINFORCING

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PAD BOTTOM

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PIER TIES

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REINFORCING

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PIER VERTICAL

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PART NO.

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EQUALLY

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SQUARE

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PIERS

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BOLT CIRCLE

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SPACED

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ANCHOR BOLT SIZE

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SPACED

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EQUALLY

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SPACED

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SPACED

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EQUALLY

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SPACING

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NO. REQ'D.

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PAD TOP

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REINFORCING

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LOCATION

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ITEM

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SIZE

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SPACED

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EQUALLY

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BAR SPC'G.

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CUT LGTH.

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TOTAL WT.

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SHAPE

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SEE NOTE #1

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SEE ANCHOR BOLT ALIGNMENT NOTE.

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(CAUTION: CENTER OF TOWER IS NOT IN CENTER OF SLAB)

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AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 9'-9 3/4"

AutoCAD SHX Text 14'-8 11/16"

AutoCAD SHX Text 12'-9"

AutoCAD SHX Text 9'-9"

AutoCAD SHX Text 22'-6"

AutoCAD SHX Text 11'-3"

AutoCAD SHX Text 22'-6"

AutoCAD SHX Text 8"

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AutoCAD SHX Text 1'-6"

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AutoCAD SHX Text 5'-6"

AutoCAD SHX Text C40041060

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AutoCAD SHX Text 1 1/2"ø X 6'-6"

AutoCAD SHX Text C30139104

AutoCAD SHX Text 1'-1 1/4"

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28.1 CU. YDS.

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28.1 CU. YDS.

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4.3 CU. YDS.

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5.5 CU. YDS.

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32.4 CU. YDS.

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33.6 CU. YDS.

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AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 22'-0"

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AutoCAD SHX Text 1584'-0"

AutoCAD SHX Text 336'-0"

AutoCAD SHX Text 545'-0"

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4229 LBS.

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4229 LBS.

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687 LBS.

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364 LBS.

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34196 LBS.

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STRAIGHT

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STRAIGHT

AutoCAD SHX Text 4" C/C

AutoCAD SHX Text 1.

AutoCAD SHX Text CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI, IN ACCORDANCE WITH ACI 318-14. (2 REBAR TIES REQ'D IN THE TOP 5")

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REBAR TO CONFORM TO ASTM SPECIFICATION A615 GRADE 60.

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ALL REBAR TO HAVE A MINIMUM OF 3" CONCRETE COVER.

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ALL EXPOSED CONCRETE CORNERS TO BE CHAMFERED 3/4".

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AutoCAD SHX Text THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY EARTHENGINEERS, INC 15-201-1-R1, DATED: 8/19/16 (REVISED 1/12/22).

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SEE THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS, IF SPECIFIED.

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5 FT OF SOIL COVER IS REQUIRED OVER THE ENTIRE AREA OF THE FOUNDATION SLAB.

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ONE ANCHOR BOLT MUST BE ALIGNED DIRECTLY WITH THE CENTER OF THE TOWER (TYPICAL).

AutoCAD SHX Text TOLERANCES: FRACTIONS %%p 1/16"

AutoCAD SHX Text ANGLES %%p 1/2 DEG.

AutoCAD SHX Text DECIMALS %%p .O10"

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DATE

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REV

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CHK

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DRW

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FINISHES AND ARE IN INCHES

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ALL DIMENSIONS INCLUDE

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UNLESS OTHERWISE SPECIFIED

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TO RAW MATERIAL

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TOLERANCES DO NOT APPLY

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DESCRIPTION

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DATE

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DRAWN BY

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CHECKED BY

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SIZE

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DRAWING NO.

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SCALE

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PAGE

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REV

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MATERIAL:

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CONFIDENTIAL

AutoCAD SHX Text This document and the information contained herein is the confidential trade secret property of Sabre Communications Corporation ("Sabre") and must not be reproduced, copied or used, in whole or in part, for any purpose without the prior written consent of Sabre.

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AutoCAD SHX Text 502943-F1

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NONE

AutoCAD SHX Text 5/27/22

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MLC

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AutoCAD SHX Text FOUNDATION: 120 FT. MODEL S3TL-HD1 120 FT. MODEL S3TL-HD1 SITE: WOLF MOUNTAIN, OR WOLF MOUNTAIN, OR CUSTOMER: OREGON DEPARTMENT OF TRANSPORTATION OREGON DEPARTMENT OF TRANSPORTATION

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AutoCAD SHX Text 11/14/23

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REVISED DIMENSIONS

C-C OF FOUNDATION

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C30400030 LEG TO LEG TEMPLATE

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ITEM

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NO.

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NO.

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REQ'D.

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NUMBER

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DRAWING

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REV

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NO.

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PART

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DESCRIPTION

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LBS.

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WEIGHT

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PAINT

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TOTAL WEIGHT IN LBS.

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AutoCAD SHX Text C40026022

AutoCAD SHX Text BOLT ASSEMBLY, 5/8 %%c X 1 3/4 A325

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AutoCAD SHX Text C40026023

AutoCAD SHX Text BOLT ASSEMBLY, 5/8 %%c X 2 A325

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(6) 1 1/2" ANCHOR BOLTSSPACED 60° APART ON A 13 1/4" BOLT CIRCLE

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PLAN VIEW

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VIEW A-A

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ANCHOR BOLTS

AutoCAD SHX Text A

AutoCAD SHX Text LEG TO LEG TEMPLATE INSTALLATION FOR MODEL S3TL-HD1 SECTION 12 BASE SPREAD 17'-0" C-C OF FOUNDATION (6) 1 1/2" A.B. ON A 13 1/4" B.C.

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AutoCAD SHX Text PLATE, ANCHOR BOLT TEMPLATE, 1 1/2"%%c A.B. ON A 13 1/4"%%c B.C.

AutoCAD SHX Text C30139300

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AutoCAD SHX Text N/R

AutoCAD SHX Text TOLERANCES: FRACTIONS %%p 1/16"

AutoCAD SHX Text ANGLES %%p 1/2 DEG.

AutoCAD SHX Text DECIMALS %%p .O10"

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DATE

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REV

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CHK

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DRW

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FINISHES AND ARE IN INCHES

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ALL DIMENSIONS INCLUDE

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UNLESS OTHERWISE SPECIFIED

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TO RAW MATERIAL

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TOLERANCES DO NOT APPLY

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DESCRIPTION

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DATE

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DRAWN BY

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CHECKED BY

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DRAWING NO.

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REV

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MATERIAL:

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CONFIDENTIAL

AutoCAD SHX Text This document and the information contained herein is the confidential trade secret property of Sabre Industries, Inc. ("Sabre") and must not be reproduced, copied or used, in whole or in part, for any purpose without the prior written consent of Sabre.

AutoCAD SHX Text C

AutoCAD SHX Text C30400030

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AutoCAD SHX Text None

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REF. 9031040

AutoCAD SHX Text 8/15/16

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DJB

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KTW

AutoCAD SHX Text C30139413

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ANGLE, TEMPLATE SUPPORT, 3 X 3 X 3/16 X 10'-0

AutoCAD SHX Text C30139413

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AutoCAD SHX Text N/R

AutoCAD SHX Text C30139426

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ANGLE, TEMPLATE SUPPORT, 3 X 3 X 3/16 X 3'-1 3/4

AutoCAD SHX Text C30139426

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AutoCAD SHX Text N/R

AutoCAD SHX Text C30139432

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ANGLE, TEMPLATE SUPPORT, 2 1/2 X 2 1/2 X 3/16 X 8'-0

AutoCAD SHX Text C30139432

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%%UNOTE:

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AutoCAD SHX Text VERIFY ANCHOR BOLT CIRCLE CENTER-TO-CENTER SPACING ON ALL (3) FACES AND ALIGNMENT OF ANCHOR BOLTS WITH THE CENTER OF THE TOWER AT ALL (3) LEGS PRIOR TO PLACING CONCRETE.

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AutoCAD SHX Text PROVIDE NECESSARY SUPPORT TO ELIMINATE ANY MOVEMENT DURING CONCRETE PLACEMENT AND CURING.

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AutoCAD SHX Text ALWAYS COMPARE THE DIMENSIONS SHOWN ON THIS DRAWING WITH THE PROPER CONCRETE FOUNDATION DRAWING, PRIOR TO PLACING CONCRETE.

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AutoCAD SHX Text ONE ANCHOR BOLT MUST BE ALIGNED DIRECTLY WITH THE CENTER OF THE TOWER (TYPICAL AT ALL (3) LEGS).

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AutoCAD SHX Text 10/13/17

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RWM

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MWR

REVISED NOTES.

PC=PIECE OR=ORANGE

PLT=PALLET WH=WHITE

BDL=BUNDLE O/W=OR & WH

CRT=CRATE N/R=NOT REQ'D

D=DRUM SP=SPECIAL

BX=BOX

REV

2 18 0 3 6 0 5 3 0 6 3 7 6 8 3 9 12

10 18 12 3 0 13 6 1 14 6 2 15 19 16 7 17 25 18 7 20 3 0

ITEM

NO.

REQ'D. NUMBER

TS02101

C40041060 C30139104

C30139300

PRINT NO.

DRAWING

DESCRIPTION

ANCHOR BOLTS AND TEMPLATES

ANCHOR BOLT ASSEMBLY, 1 1/2 Ø X 6'-6 (F1554 GR 105)

PLATE, ANCHOR BOLT TEMPLATE 1 1/2"Ø A.B. ON 13 1/4"Ø B.C.

LEG TO LEG TEMPLATE MATERIAL

PLATE, ANCHOR BOLT TEMPLATE, 1 1/2"Ø A.B. ON A 13 1/4"Ø B.C.

TEMPLATE SUPPORT ANGLE 3 X 3 X 3/16 X 10'-0"

11-T1165828

12-T1165941

TS02102

PAGEREV DATE DRW CHK DESCRIPTION

BOLT ASSEMBLY, 3/4 Ø X 2 A325

RINGFILL, 3/8 THICK - 3/4 Ø BOLT

20'-40' ELEVATION

SECT. 11 LEG 5 9/16 Ø X .375 X 20'-0 5/16

DRAWN BY

DATE

CHECKED BY

C40026043 C40047004

11-T1165828

TOTAL

WEIGHT

LBS.

KIT

JOB NO.

SECT. 12 LEG 8 5/8Ø X .322 X 20'-0 5/16 W/STEP BOLTS

ANGLE, DIAGONAL 4 X 3 1/2 X 5/16 X 18'-1

ANGLE, DIAGONAL 4 X 3 1/2 X 5/16 X 17'-3 1/16

BOLT ASSEMBLY, 1 1/4" Ø X 5 1/2 A325

BOLT ASSEMBLY, 3/4 Ø X 2 1/2 A325

TEMPLATE SUPPORT ANGLE 3 X 3 X 3/16 X 3'-1 3/4"

TEMPLATE SUPPORT ANGLE 2 1/2 X 2 1/2 X 3/16 X 8'-0"

BOLT ASSEMBLY, 5/8 Ø X 2 A325

BOLT ASSEMBLY, 5/8 Ø X 1 3/4 A325

0'-20' ELEVATION

OREGON DEPARTMENT OF TRANSPORTATIONCUSTOMER :

PART

NO.

502943

C40041060 C30139104

C30139300 C30139413

BOM-1

SITE :

B.O.M.

WOLF MOUNTAIN, OR

SS MODIFICATION

PACKING

PKG.

NO.

QTY

PKG'S

5/27/22

MLC

12-T1165941

TS02102

TS02101

C40026094 C40026045

C30139426 C30139432 C40026023 C40026022

BDL=BUNDLE O/W=OR & WH

CRT=CRATE N/R=NOT REQ'D

D=DRUM SP=SPECIAL

BX=BOX

REV

2 6 1 3 6 1 4 6 1 5 19 6 10 7 38 8 10

10 3 0 11 6 1 12 6 1 13 6 1 14 19 15 10 16 38 17 10

CHECKED BY MC PAGE 2 OF 3REV DATE DRW CHK DESCRIPTION

DATE 5/27/22 JOB NO. 502943

DRAWN BY MLC PRINT NO. BOM-1

C40047003 RINGFILL, 3/8 THICK - 5/8 Ø BOLT 1

C40026023 BOLT ASSEMBLY, 5/8 Ø X 2 A325 5

C40026022 BOLT ASSEMBLY, 5/8 Ø X 1 3/4 A325 17

TS02072 TS02072 ANGLE, DIAGONAL 3 X 3 X 3/16 X 12'-0 9/16 278

C40026078 BOLT ASSEMBLY, 1 Ø X 4 1/4 A325 41

TS02074 TS02074 ANGLE, DIAGONAL 3 X 3 X 3/16 X 13'-2 1/4 305

TS02073 TS02073 ANGLE, DIAGONAL 3 X 3 X 3/16 X 12'-7 3/8 292

40'-60' ELEVATION

10-T1165732 10-T1165732 SECT. 10 LEG 5 9/16Ø X .258 X 20'-0 5/16 1184

C40026043 BOLT ASSEMBLY, 3/4 Ø X 2 A325 27

C40047004 RINGFILL, 3/8 THICK - 3/4 Ø BOLT 1

C40026078 BOLT ASSEMBLY, 1 Ø X 4 1/4 A325 41

C40026044 BOLT ASSEMBLY, 3/4 Ø X 2 1/4 A325 7

TS05676 TS05676 ANGLE, DIAGONAL 3 1/2 X 3 X 1/4 X 14'-4 13/16 485

TS05677 TS05677 ANGLE, DIAGONAL 3 1/2 X 3 X 1/4 X 13'-9 13/16 466

20'-40' ELEVATION CONT'D

TS05675 TS05675 ANGLE, DIAGONAL 3 1/2 X 3 X 1/4 X 14'-11 15/16 505

CUSTOMER : OREGON DEPARTMENT OF TRANSPORTATION

SITE : WOLF MOUNTAIN, OR

B.O.M. SS MODIFICATION

PACKING

ITEM

NO.

REQ'D.

DRAWING PART

NO.

DESCRIPTION

TOTAL

WEIGHT

LBS. PA

KIT

QTY

PKG'S

PKG.

NO.NUMBER

BDL=BUNDLE O/W=OR & WH

CRT=CRATE N/R=NOT REQ'D

D=DRUM SP=SPECIAL

BX=BOX

REV

2 6 2 3 10 2 4 2 1 5 15 1 6 30 1 7 16 8 74 9 20

10 48 12 12 2 13 30 2 14 10 2 15 32 2 16 16 17 16 18 80

CHECKED BY MC PAGE 3 OF 3REV DATE DRW CHK DESCRIPTION

DATE 5/27/22 JOB NO. 502943

DRAWN BY MLC PRINT NO. BOM-1

C40039001 J-BOLT ASSEMBLY, 3/8 Ø X 5 3/4 I.L. 5

C40024004 BOLT ASSEMBLY, 3/8" Ø X 1 1/2 GRD 5 8

CS00169 CS00169 CLIP, LADDER ATTACHMENT 18

C40039002 J-BOLT ASSEMBLY, 3/8" Ø X 7 1/4 I.L. 6

CS00151 CS00151 ANGLE, WAVEGUIDE SUPPORT (12 HOLE) 114

CS00037 CS00037 PLATE, LADDER SPLICE 4

CS00146 CS00146 ANGLE, WAVEGUIDE LADDER RAIL 20 FT. W/4 FT. RUNG SPC 360

WAVEGUIDE LADDER

C40024004 BOLT ASSEMBLY, 3/8" Ø X 1 1/2 GRD 5 2

C40044002 STEP BOLT ASSEMBLY, 5/8" Ø X 7 H.D.G. 48

C40039002 J-BOLT ASSEMBLY, 3/8" Ø X 7 1/4 I.L. 6

C40039001 J-BOLT ASSEMBLY, 3/8 Ø X 5 3/4 I.L. 22

CS00261 CS00261 PIPE, LADDER MOUNT 327

CS00241 CS00241 CLIP, LADDER ATTACHMENT 20

CS00242 CS00242 ANGLE, LADDER BASE SUPPORT 15

CS00037 CS00037 PLATE, LADDER SPLICE 4

CLIMBING LADDER CONT'D

CW00031 CW00031 WELDMENT, 20 FT. CLIMBING LADDER (12" WIDE - 5/8" RUNG) 448

CUSTOMER : OREGON DEPARTMENT OF TRANSPORTATION

SITE : WOLF MOUNTAIN, OR

B.O.M. SS MODIFICATION

PACKING

ITEM

NO.

REQ'D.

DRAWING PART

NO.

DESCRIPTION

TOTAL

WEIGHT

LBS. PA

KIT

QTY

PKG'S

PKG.

NO.NUMBER

Sheets and Views

(1)

502943-MS-(2).pdf

Sheets and Views

(2)

502943-MS-(3).pdf

Sheets and Views

(3)

502943-F1.pdf

Sheets and Views

BuriedMat

502943-CL1.pdf

Sheets and Views

(1)

502943-WG1.pdf

Sheets and Views

(1)

502943-MS-(2).pdf

Sheets and Views

(2)

502943 BOM.pdf

Sheet1

502943-F1 (Rev 1).pdf

Sheets and Views

BuriedMat

File details come from the government source that posted it. Updated Apr 3, 2024.