Anchor_Drawings_250115_SS-305.pdf
PDF 515 KB Posted
- Solicitation number
- 2026-ITB-002
- Issued by
- Quay County, New Mexico
About this file
This document is a detailed technical drawing for anchor bolt specifications and templates for the New Sunshine Substation project by the City of Gallup Electric Utilities Department in Gallup, New Mexico. The drawing provides comprehensive anchor bolt dimensions, installation notes, and a setting schedule across multiple pier and pad locations. Specific technical requirements include: all anchor bolts must be hot-dipped galvanized, use ASTM F1554 Grade 36 material, and include two heavy hex nuts and two hardened flat washers. The total number of anchors specified is 228, with various sizes ranging from 5/8" to 1 1/2" in diameter and lengths from 10" to 3'-8", utilizing different bolt types such as Hilti HVA and Hilti KWIK.
The document is marked "ISSUED FOR BID - NOT FOR CONSTRUCTION" and appears to be part of the procurement process for steel package materials for the substation replacement project. While specific pricing details are not included in this technical drawing, the comprehensive specifications suggest a precise engineering approach to foundation and structural mounting requirements. The drawing is prepared by T&D Services and dated 12/11/2023, indicating a recent design for enhancing the electrical distribution system's reliability in the Gallup area.
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Text version
'L'
LENGTH'T1'
THREADS
ANCHOR BOLT DIMENSIONS
ANCHOR BOLT NOTES
1. ALL ANCHOR BOLTS SHALL HAVE TWO HEAVY HEX NUTS AND TWO
HARDENED FLAT WASHERS EACH, UNLESS NOTED OTHERWISE.
2. ALL ANCHOR BOLTS SHALL BE HOT-DIPPED GALVANIZED.
3. ALL ANCHOR BOLTS SHALL BE ASTM F1554, GRADE 36 UNLESS
NOTED OTHERWISE.
ANCHOR BOLT DIAMETER LENGTH ('L') THREADS ('T1')
4" 2'-0" 0'-6" 1 3'-0" 0'-6"
1 12" 3'-8" 0'-7 12"
ISSUED FOR BID - NOT FOR CONSTRUCTION
Anchor Setting Schedule
Designation QTY A/B Qty per Foundation
Total Quantity
ANCHOR BOLT
PROJECTION
PIERS
L1-1 8 1 1/2" x 3'-8" GR55 4 32 6.5" L3-1 (P) 2 N/A N/A N/A N/A L5-1 (P) 6 N/A N/A N/A N/A L6-1 (P) 6 N/A N/A N/A N/A
L7-1 3 1" X 3'-0" 4 12 5"
L8-1 1 1" X 3'-0" 4 4 5"
L10-1 14 1" X 3'-0" 4 56 5" L12-1 (P) 7 N/A N/A N/A N/A
L13-1 1 1" X 3'-0" 4 4 5"
L13-2 2 1" X 3'-0" 4 8 5"
L13-3 4 1" X 3'-0" 4 16 5"
L15-1 5 1" X 3'-0" 4 20 6"
L17-1 PENDING PENDING PENDING PENDING PENDING
PADS/MISC
L3-1 2 3/4" x 2'-0" 4 8 4"
L5-1 1 N/A N/A N/A N/A
L6-1 1 N/A N/A N/A N/A
L12-1 7 3/4" x 10" HILTI HVA 4 28 3"
L14-1 3 N/A N/A N/A N/A
L16-1 7 5/8" x 6" HILTI KWIK 4 28 1 5/8"
L18-1 2 5/8" x 6" HILTI KWIK 6 12 1 5/8"
Total anchors 228
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ANCHOR BOLT SETTING TEMPLATE
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TEMPLATE TP-1
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FOR FOUNDATION L1-1
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(4 REQUIRED)
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SCALE:1 " = 1'-0"12" = 1'-0"
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" HOLES
AutoCAD SHX Text 1 1516
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" HOLE
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AutoCAD SHX Text " x 16" x 1'-11" (BLACK)14" x 16" x 1'-11" (BLACK)
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ANCHOR BOLT SETTING TEMPLATE
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TEMPLATE TP-2
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FOR FOUNDATIONS L7-1, L8-1, L10-1, L13-1, L13-2, L13-3
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(40 REQUIRED)
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SCALE:1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text " x 16" x 1'-4" (BLACK)14" x 16" x 1'-4" (BLACK)
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" HOLE
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" HOLES
AutoCAD SHX Text 1 116
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ANCHOR BOLT SETTING TEMPLATE
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TEMPLATE TP-3
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FOR FOUNDATION L15-1
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(10 REQUIRED)
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SCALE:1 " = 1'-0"12" = 1'-0"
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" HOLES
AutoCAD SHX Text 1 116
AutoCAD SHX Text " x 18" x 1'-6" (BLACK)14" x 18" x 1'-6" (BLACK)
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" HOLE
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ANCHOR BOLT SETTING TEMPLATE
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TEMPLATE TP-4
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FOR FOUNDATION L2-1
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(2 REQUIRED)
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SCALE:1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text 1316" x 2" SLOT(NS & FS)
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" HOLE(NS & FS)
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AutoCAD SHX Text HSS 4 x 2 x (BLACK)18 (BLACK)
AutoCAD SHX Text 1-1/2"=1'-0"
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NEW SUNSHINE SUBSTATION
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TEMPLATES & EMBEDS
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NM
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SS-305
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AutoCAD SHX Text A
AutoCAD SHX Text 02/02/2024
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KWA
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60% STEEL PACKAGE FOR REVIEW
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AutoCAD SHX Text 11/07/2024
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KWA
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ISSUED FOR BID - NOT FOR CONSTRUCTION
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AutoCAD SHX Text 01/15/2025
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SLK
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LWB
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SLK
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KWA
AutoCAD SHX Text 12/11/2023
AutoCAD SHX Text 220011
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CITY OF GALLUP
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ELECTRIC UTILITIES DEPARTMENT
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GALLUP, NM
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ADDITIONAL ANCHOR DETAILS
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DWN:
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CKD:
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APVD:
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DATE:
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JOB#:
AutoCAD SHX Text Transmission & Distribution Services
AutoCAD SHX Text Professional Engineers & Surveyors
AutoCAD SHX Text 9550 San Mateo Blvd. NE Suite G
AutoCAD SHX Text Albuquerque, NM 87113
AutoCAD SHX Text www.t-d-services.com
AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.
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SEQ #
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SCALE
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DWG NAME
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DESCRIPTION
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DATE
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BY
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REV
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SHEET
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REV
AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\STEEL\SS-305.DWG SKETCHAM 1/15/2025 SKETCHAM 1/15/2025SKETCHAM 1/15/2025 1/15/20251/15/2025
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STATE
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BILL OF MATERIALS
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MARK
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QTY
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DESCRIPTION
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LENGTH
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WGT (LB)
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REMARKS
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FT
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IN
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MISC. MATERIAL (TOTAL QUANTITY)
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TP-1
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AutoCAD SHX Text x 1614 x 16
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AutoCAD SHX Text 417.6
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(BLACK WGT.)
AutoCAD SHX Text 431.3
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(GALV. WGT.)
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TP-2
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AutoCAD SHX Text x 1614 x 16
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AutoCAD SHX Text 726.3
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(BLACK WGT.)
AutoCAD SHX Text 750.1
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(GALV. WGT.)
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TP-3
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AutoCAD SHX Text x 1814 x 18
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AutoCAD SHX Text 229.8
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(BLACK WGT.)
AutoCAD SHX Text 237.3
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(GALV. WGT.)
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TP-4
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AutoCAD SHX Text HSS 4 x 2 x 18
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AutoCAD SHX Text 76.0
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(BLACK WGT.)
AutoCAD SHX Text 78.5
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(GALV. WGT.)
AutoCAD SHX Text ALL CAST IN PLACE ANCHOR BOLTS SHALL BE ASTM F1554 WITH TWO ASTM A-563, GR. C HEAVY HEX. NUT(S) AND TWO ASTM F436 FLATWASHER(S) EACH, AND SHALL BE GALVANIZED ACCORDING TO ASTM A-153, UNLESS NOTED OTHERWISE.
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File details come from the government source that posted it. Updated .