251008_New_Sunshine_Substation_EA_IFB_ADDENDUM_1_Sheets.pdf

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Attached to
New Sunshine Substation Construction
Solicitation number
2025/2026/02
Issued by
Quay County, New Mexico

About this file

Written by GovTribe AI ·

This document is a bid package for the New Sunshine Substation project issued by the City of Gallup Electric Utilities Department in Gallup, New Mexico. The project involves the detailed engineering and foundation design for a new electrical substation, with comprehensive technical drawings dated 08/05/25 and issued specifically for bid purposes. The documents include precise site location maps, foundation layouts, anchor bolt specifications, and technical templates for construction, with a total estimated concrete requirement of 693.93 cubic yards across multiple pier and pad configurations.

The foundation design encompasses multiple structural elements including various pier types (designated L1-1 through L17-1B) with specific reinforcement requirements using #8 and #11 bar sizes, and multiple anchor bolt specifications ranging from 5/8" to 1 1/2" in diameter and lengths from 6" to 3'-8". The technical specifications include detailed notes on concrete placement, reinforcement, galvanization requirements, and specific engineering parameters for foundation construction. The project appears to be a comprehensive electrical infrastructure upgrade with meticulous engineering standards and precise construction specifications.

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Other files

File Type Posted
New_Sunshine_Substation_Construction_(Addendum_#1_Revision).pdf PDF
251008_New_Sunshine_Substation_EA_IFB_ADDENDUM_1_Sheets.pdf PDF
New_Sunshine_Substation_Construction.pdf PDF
Unit_Pricing_Breakdown_with_CFM_and_OFM.CoG.New_Sunshine_Revised.xlsx XLSX spreadsheet
List_of_Owner_Furnished_Materials.CoG.New_Sunshine_250828.pdf PDF
MC-25-2979-A_Wage_Decision.pdf PDF
Sample_Construction_Contract_2025.doc DOC document
ATT_6_-_CoG_New_Sunshine_Substation_GeoTechnical_Report.pdf PDF
ATT_5_-_IFF_NEW_SUNSHINE_STEEL_FOR_INFORMATION_ONLY.pdf PDF
Gallup_Municipal_ROW-Public_Easement_Work_Permit.pdf PDF
ATT_3_-_250806_IFB_Packge_New_Sunshine_Sub_-_Station_BoM.pdf PDF
EPA_Form_3510-13.pdf PDF
EPA_Form_3510-9.pdf PDF
ATT_4_-_New_Sunshine_CIVIL_FOR_INFORMATION.pdf PDF
Affidavit_of_Wages_Paid.pdf PDF
NMDOT_Indemnification_and_Hold_Harmless_Agreement.pdf PDF
NMDOT_A-066TrafficControlRoadwayWorkPermit.pdf PDF
ATT_2_-_250710_Sunshine_P&C_Issue_for_Station_Bid.pdf PDF
ATT_1_-_250806_NEW_SUNSHINE_SUBSTATION_EA_IFB.1.pdf PDF
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ISSUED FOR BID PURPOSES ONLY

08/05/25

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CITY OF GALLUP/ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NEW MEXICO

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NEW SUNSHINE SUBSTATION

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UTILITIES

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AutoCAD SHX Text NUMBER DESCRIPTION DESCRIPTION SS-00 GENERAL NOTES GENERAL NOTES SS-01 BIRD'S EYE VIEW BIRD'S EYE VIEW SS-02 SITE LAYOUT SITE LAYOUT SS-05 SITE CIVIL PLAN SITE CIVIL PLAN SS-05A SUBSTATION PAD GRADING PLAN SUBSTATION PAD GRADING PLAN SS-06 SITE GEOTECHNICAL DETAILS SITE GEOTECHNICAL DETAILS SS-07 SITE LAYOUT & SURVEY CONTROL SITE LAYOUT & SURVEY CONTROL SS-10 ELECTRICAL ARRANGEMENT ELECTRICAL ARRANGEMENT SS-11 ELECTRICAL ARRANGEMENT SECTIONS A, B & C ELECTRICAL ARRANGEMENT SECTIONS A, B & C SS-12 ELECTRICAL ARRANGEMENT SECTIONS D & E ELECTRICAL ARRANGEMENT SECTIONS D & E SS-13 ELECTRICAL ARRANGEMENT SECTIONS F, G, H & J ELECTRICAL ARRANGEMENT SECTIONS F, G, H & J SS-14 ELECTRICAL ARRANGEMENT SECTIONS K, L, M, N & P ELECTRICAL ARRANGEMENT SECTIONS K, L, M, N & P SS-20 CONNECTION DETAILS CONNECTION DETAILS SS-21 CONNECTION DETAILS CONNECTION DETAILS SS-22 CONNECTION & FASTENER DETAILS CONNECTION & FASTENER DETAILS SS-24 BUS CUTTING SCHEDULE BUS CUTTING SCHEDULE SS-29 FOUNDATION TOP OF CONCRETE FOUNDATION TOP OF CONCRETE SS-30 FOUNDATION LAYOUT FOUNDATION LAYOUT SS-31 PIER FOUNDATION DETAILS PIER FOUNDATION DETAILS SS-31A TRANSMISSION LINE PIER FOUNDATION (WITHDRAWN) TRANSMISSION LINE PIER FOUNDATION (WITHDRAWN) SS-32 MISCELLANEOUS FOUNDATION DETAILS MISCELLANEOUS FOUNDATION DETAILS SS-33 115kV BREAKER FOUNDATION DETAILS 115kV BREAKER FOUNDATION DETAILS SS-34 15kV BREAKER FOUNDATION DETAILS 15kV BREAKER FOUNDATION DETAILS SS-35 PULL BOX FOUNDATION PULL BOX FOUNDATION SS-36 CONTROL BUILDING FOUNDATION DETAILS CONTROL BUILDING FOUNDATION DETAILS SS-37 MAIN XFMR CONTAINMENT MAIN XFMR CONTAINMENT SS-37A ALT FEED XFMR CONTAINMENT ALT FEED XFMR CONTAINMENT SS-38 TRANSFORMER CONTAINMENT DETAILS TRANSFORMER CONTAINMENT DETAILS SS-39 ANCHOR BOLT & TEMPLATE SCHEDULESANCHOR BOLT & TEMPLATE SCHEDULES

AutoCAD SHX Text NUMBER DESCRIPTION DESCRIPTION SS-40 CONDUIT LAYOUT CONDUIT LAYOUT SS-41 CONDUIT DETAILS CONDUIT DETAILS SS-42 PULL BOX DETAILS PULL BOX DETAILS SS-43 CONDUIT SCHEDULE CONDUIT SCHEDULE SS-44 OUTDOOR CABLE SCHEDULE OUTDOOR CABLE SCHEDULE SS-45 INDOOR CABLE SCHEDULE INDOOR CABLE SCHEDULE SS-50 GROUNDING LAYOUT GROUNDING LAYOUT SS-51 GROUNDING DETAILS GROUNDING DETAILS SS-52 GROUNDING DETAILS GROUNDING DETAILS SS-53 TRANSFORMER GROUNDING DETAILS TRANSFORMER GROUNDING DETAILS SS-54 FENCE GROUNDING DETAILS FENCE GROUNDING DETAILS SS-60 CONTROL BUILDING SYMBOLS & LEGEND CONTROL BUILDING SYMBOLS & LEGEND SS-61 CONTROL BUILDING LAYOUT & PLAN VIEWS CONTROL BUILDING LAYOUT & PLAN VIEWS SS-62 CONTROL BUILDING EXTERIOR VIEWS CONTROL BUILDING EXTERIOR VIEWS SS-63 CONTROL BUILDING INTERIOR VIEWS CONTROL BUILDING INTERIOR VIEWS SS-64 CONTROL BUILDING CABLE TRAY & DETAILS CONTROL BUILDING CABLE TRAY & DETAILS SS-65 CONTROL BUILDING AC & DC SUPPLY ONE-LINES CONTROL BUILDING AC & DC SUPPLY ONE-LINES SS-66 CONTROL BUILDING BILL OF MATERIALS CONTROL BUILDING BILL OF MATERIALS SS-70-1 STATION FENCE LAYOUT STATION FENCE LAYOUT SS-70-2 FENCE DETAILS FENCE DETAILS SS-71 WARNING SIGNS ENGLISH/SPANISH WARNING SIGNS ENGLISH/SPANISH SS-80-1 BILL OF MATERIALS BILL OF MATERIALS SS-80-2 BILL OF MATERIALS BILL OF MATERIALS SS-101 ONE-LINE DIAGRAMONE-LINE DIAGRAM

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INCLUDED WITH SUBMITTAL

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ELEC.

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

AutoCAD SHX Text 5401 Beverly Hills Ave NE Albuquerque, NM 87113 www.t-d-services.com

AutoCAD SHX Text ADDRESS: 949 GOMEZ DR. GALLUP, NM 87301 DIRECTIONS: FROM I40, HEAD NORTH ON NM491 TO MALONEY AVE., TURN RIGHT AND PROCEED EAST TO MARGUERITE FRANCO DR. TURN DR. TURN LEFT AND PROCEED NORTH TO E. WILSON AVE. TURN RIGHT AND FOLLOW THE ROAD AS IT TURNS BACK TO THE NORTH AND BECOMES GOMEZ DR. PROCEED NORTH UNTIL YOU ARRIVE AT THE GATE.

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LAT: 35 32'30.45"N 35°32'30.45"NLON: -108 43'47.12"W-108°43'47.12"W

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STATION LOCATION

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WO#220011

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WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO

WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO WARNINGIf People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE AVISO

WARNING

If People Inside Call:Authorized PersonnelKeep OutFor Your Safety1-800-528-5011OnlyHIGH VOLTAGE

Adentro Llame Al:Solamente Personal(928) 485-2451Si Se Ve GenteAutorizadoQuedese AfueraPara Su SeguridadALTO VOLTAJE

AVISO

ISSUED FOR BID PURPOSES ONLY

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TYP

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CONTAINMENT PIT

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CONTAINMENT PIT

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NEW SUNSHINE SUBSTATION

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FOUNDATION LAYOUT

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NM

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SS-30

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AutoCAD SHX Text 8/5/2025

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KWA

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ISSUED FOR BID PURPOSES ONLY

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ADDENDUM #1

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LWB

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NM

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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 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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AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-30.DWG SKETCHAM 10/8/2025 SKETCHAM 10/8/2025SKETCHAM 10/8/2025 10/8/202510/8/2025

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STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

AutoCAD SHX Text 5401 Beverly Hills Ave NE Albuquerque, NM 87113 www.t-d-services.com

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NOTE: 1. LAYOUT INSIDE STATION FENCE PER STAKED & FENCE CORNERS.LAYOUT INSIDE STATION FENCE PER STAKED & FENCE CORNERS.

'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 PURPOSES ONLY

ANCHOR TEMPLATES

Template COUNT

TP1 16

TP2 40

TP3 10

TP4 2

TYPE V CEMENT

SUBSTATION FOUNDATION SUMMARY

Designation QTY AB Template

Length

(ft) Diameter (ft-in)

Vertical Reinforcement (Bar Size & QTY)

Hoop Size (Bar Size)

Estimated Concrete /

Unit (cu.Yds.)

Total Est.

Conc. Qty (cu.

Yds.)

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L1-1 8 TP1 28 3'-6" (14) #11 BARS #4 BARS 9.98 79.84

L3-1 (P) 2 N/A 26 4'-0" (14) #11 BARS #4 BARS 12.21 24.42

L5-1 (P) 6 N/A 30 3'-0" (14) #8 BARS #4 BARS 7.85 47.10

L6-1 (P) 6 N/A 30 3'-0" (14) #8 BARS #4 BARS 7.85 47.10

L7-1 3 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 21.21

L8-1 1 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 7.07

L10-1 14 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 98.98

L12-1 (P) 7 N/A 26 3'-0" (14) #8 BARS #4 BARS 6.81 47.67

L13-1 1 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 7.07

L13-2 2 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 14.14

L13-3 4 TP2 27 3'-0" (14) #8 BARS #4 BARS 7.07 28.28

L15-1 5 TP3 30 3'-6" (14) #11 BARS #4 BARS 10.69 53.45

L17-1A 4 N/A 26 3'-6" (14) #11 BARS #4 BARS 9.26 37.04

L17-1B 9 N/A 26 3'-0" (14) #8 BARS #4 BARS 6.81 61.29

PADS/

MISC

L3-1 2 TP4 See Foundation Details 3.12 6.24

L5-1 1 See Foundation Details 44.50 44.50

L6-1 1 See Foundation Details 44.50 44.50

L12-1 7 See Foundation Details 2.37 16.59

L14-1 3 See Foundation Details 2.48 7.44

L16-1 7 See Foundation Details N/A N/A

L18-1 2 See Foundation Details N/A N/A

SUFFIX (P) DENOTES PIER IS PART OF LARGER FOUNDATION Total Estimated Concrete (Cu. Yds.) 693.93

Anchor Setting Schedule

Designation QTY A/B Qty per Foundation

Total Quantity

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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"

L17-1A 4 5/8" x 6" HILTI KWIK 4 16 1 5/8"

L17-1B 7* 5/8" x 6" HILTI KWIK 2 14 1 5/8"

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 258

ANCHOR BOLTS

Size QTY NUTS WASHERS 5/8" x 6" HILTI KWIK 70 140 140

3/4" x 10" HILTI HVA 28 56 56 3/4" x 2'-0" 8 16 16

1" x 3'-0" 120 240 240 1 1/2" x 3'-8" GR55 32 96 64

TOTALS 258 352 516

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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)

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AS SHOWN

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NEW SUNSHINE SUBSTATION

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ANCHOR BOLT & TEMPLATE SCHEDULES

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NM

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SS-39

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AutoCAD SHX Text 8/5/2025

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KWA

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ISSUED FOR BID PURPOSES ONLY

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AutoCAD SHX Text 10/08/2025

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KWA

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ADDENDUM #1

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LWB

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SLK

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KWA

AutoCAD SHX Text 03/10/23

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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DWN:

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CKD:

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APVD:

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DATE:

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JOB#:

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\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-39.DWG SKETCHAM 10/8/2025 SKETCHAM 10/8/2025SKETCHAM 10/8/2025 10/8/202510/8/2025

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STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

AutoCAD SHX Text 5401 Beverly Hills Ave NE Albuquerque, NM 87113 www.t-d-services.com

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1. FOUNDATION DESIGN BASED ON GEOTECHNICAL REPORT BY YEDOMA CONSULTANTS, GEOTECHNICAL FOUNDATION DESIGN BASED ON GEOTECHNICAL REPORT BY YEDOMA CONSULTANTS, GEOTECHNICAL EVALUATION REPORT, NEW SUNSHINE SUBSTATION, OCTOBER 19, 2023. 2. THE CONTRACTOR SHALL CORRELATE ALL DIMENSIONS BETWEEN THE ELECTRICAL, STRUCTURAL THE CONTRACTOR SHALL CORRELATE ALL DIMENSIONS BETWEEN THE ELECTRICAL, STRUCTURAL AND FOUNDATION PLANS BEFORE CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. 3. CONCRETE TESTING FOR QUALITY CONTROL SHALL BE PERFORMED IN COORDINATION WITH THE CONCRETE TESTING FOR QUALITY CONTROL SHALL BE PERFORMED IN COORDINATION WITH THE THE ENGINEER AND AT THE FREQUENCY AND TYPES OF TESTING REQUIRED. 4. ALL CONCRETE POURS MADE WHEN TEMPERATURES RANGE BETWEEN 50 AND 90 F, CAN BE ALL CONCRETE POURS MADE WHEN TEMPERATURES RANGE BETWEEN 50° AND 90°F, CAN BEMADE WITHOUT ANY SPECIAL PROVISIONS. 5. ALL EARTHWORK AND COMPACTION OF FILL MATERIAL SHALL BE IN ACCORDANCE WITH THE ALL EARTHWORK AND COMPACTION OF FILL MATERIAL SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION AS NOTED ABOVE. 6. ALL CONCRETE SHALL BE MADE FROM TYPE V CEMENT AND SHALL HAVE A MINIMUM ULTIMATE ALL CONCRETE SHALL BE MADE FROM TYPE V CEMENT AND SHALL HAVE A MINIMUM ULTIMATE AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4500 P.S.I. AT 28 DAY TEST WITH 4.5% (+-1%) AIR ENTRAINMENT. 7. ALL EXTERIOR OR EXPOSED CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ALL EXTERIOR OR EXPOSED CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.I. 309, "RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE." 8. ALL REINFORCING STEEL SHALL BE NEW BILLET, 60 KSI DEFORMED BARS (ASTM A-615). ALL REINFORCING STEEL SHALL BE NEW BILLET, 60 KSI DEFORMED BARS (ASTM A-615). 9. ALL DETAILING, FABRICATION, PLACING AND SUPPORTING OF REINFORCEMENT SHALL BE IN ALL DETAILING, FABRICATION, PLACING AND SUPPORTING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.C.I. 318 AND C.R.S.I. 10. ALL REINFORCING AND ANCHOR BOLTS SHALL BE RIGIDLY SECURED IN POSITION PRIOR TO THE ALL REINFORCING AND ANCHOR BOLTS SHALL BE RIGIDLY SECURED IN POSITION PRIOR TO THE PLACING OF CONCRETE. 11. ALL CONCRETE SHALL HAVE A MAXIMUM 4" SLUMP (UNLESS APPROVED ADMIXTURES ARE USED). ALL CONCRETE SHALL HAVE A MAXIMUM 4" SLUMP (UNLESS APPROVED ADMIXTURES ARE USED). 12. ENGINEER APPROVAL REQUIRED TO ADD WATER ON-SITE. ENGINEER APPROVAL REQUIRED TO ADD WATER ON-SITE. 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, U.N.O.: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, U.N.O.: MIN. COVER (IN) (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 3" (B) CONCRETE EXPOSED TO EARTH AND WEATHER 2" (B) CONCRETE EXPOSED TO EARTH AND WEATHER 2" 2" 14. ALL REINFORCEMENT AND WELDED WIRE FABRIC SHALL BE FREE OF RUST, DIRT, OIL AND MILL ALL REINFORCEMENT AND WELDED WIRE FABRIC SHALL BE FREE OF RUST, DIRT, OIL AND MILL SCALE PRIOR TO PLACEMENT OF CONCRETE. 15. ALL ANCHOR BOLTS SHALL BE ASTM F1554 WITH TWO ASTM A-563, GR. C HEAVY HEX. NUT(S) ALL 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. 16. ALL CAST IN PLACE ANCHOR BOLTS SHALL BE SET WITH THE AID OF AN ANCHOR BOLT SETTING ALL CAST IN PLACE ANCHOR BOLTS SHALL BE SET WITH THE AID OF AN ANCHOR BOLT SETTING TEMPLATE. 17. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACE VEGETATION, TREES, LOOSE FILL, PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACE VEGETATION, TREES, LOOSE FILL, DEBRIS, AND SIMILAR UNSUITABLE MATERIALS SHOULD BE REMOVED. 18. ALL ENGINEERED FILL SHOULD EXTEND LATERALLY AT LEAST TWO FEET BEYOND THE FOUNDATION ALL ENGINEERED FILL SHOULD EXTEND LATERALLY AT LEAST TWO FEET BEYOND THE FOUNDATION EDGES AND VERTICALLY AT LEAST THREE FEET BELOW THE BOTTOM OF THE FOUNDATION. 19. THE MAXIMUM SIZE FOR COURSE AGGREGATES IN CONCRETE MIXES SHALL BE AS FOLLOWS: THE MAXIMUM SIZE FOR COURSE AGGREGATES IN CONCRETE MIXES SHALL BE AS FOLLOWS: 34" FOR SLABS ON GRADE, CONCRETE WALLS AND DRILLED PIERS 1" FOR GRADE BEAMS AND FOOTINGS

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%%UFOUNDATION NOTES

* NOT ALL FOUNDATIONS RECEIVE ANCHORS, QTY GIVEN IS QTY OF FOUNDATIONS TO RECEIVE ANCHORS.

File details come from the government source that posted it. Updated .