SECTION_11-J_Plans.pdf
PDF 2 MB Posted
- Solicitation number
- ITB-2614
- Issued by
- San Juan County, New Mexico
About this file
This is a plan and profile drawing document prepared by T & D Services, LLC for the City of Gallup, New Mexico, depicting the 115 kilovolt transmission line serving the New Sunshine Substation. The drawing illustrates the transmission line configuration between existing and new transmission structures, including detailed specifications for pole locations, coordinates, heights, elevations, and embedment lengths. The project involves existing structure T8-N (to be replaced by T7-N), new structures T7-NA and T6-NA, and existing structure T4-N, with modifications to intermediate structures between T7-N and T4-N. The design specifications detail multiple conductor types including 3/8-inch 7-strand EHS steel and Cardinal ACSR conductors with varying tensions at 60 degrees Fahrenheit. The drawing shows an H-frame steel structure and identifies two switch stations with specific station equations. The site plan includes property lot configurations, gates, fencing types (wire fence and chain-link), curb and gutter, concrete wall, and an undeveloped area encompassing approximately 4.375 acres along Gomez Drive, Houston Street, and Owen Street in Gallup. The document was marked for design completion on September 10, 2025, and for City of Gallup review on January 30, 2025, with notation for preliminary status.
The plan and profile drawing provides the technical foundation for construction bidding with sealed bids due electronically by March 5, 2026, at 2:00 p.m. The estimated project cost is $673,000.00, with contract award anticipated for April 1, 2026. The contract term spans twenty-one calendar days from the Notice to Proceed, with work commencement contingent upon material delivery in July 2026. Prevailing wage requirements apply under either the Davis-Bacon Act or the New Mexico Public Works Minimum Wage Act, with McKinley County rates specified for Lineman, Journeyman Transmission Technician, Cable Splicer, and Equipment Operator classifications. Contractors must provide a five percent bid bond, Performance Bond and Payment Bond each in 100% of contract value, Comprehensive General Liability Insurance of $1,000,000 per occurrence, Comprehensive Automobile Liability Insurance of $1,000,000 per person, and statutory Workers' Compensation Insurance. Liquidated damages are assessed at $1,008 per calendar day for failure to meet the completion deadline, with a one-year warranty required on all labor, materials, and workmanship. The project is subject to New Mexico Public Works Statutes, Construction Industries Licensing Act, OSHA compliance, National Electrical Safety Code standards, and EPA stormwater discharge requirements under NPDES General Permit provisions.
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Text version
PLS-CADD Drawing
E X
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T P
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T H
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D
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C T
IO
N
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D S
A T
303 2
498, 245 269
115KV
115KV
115KV
115KV
115KV
115KV
H -F
R A
M E
S T
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L st a
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L a t=
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H -F
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221, 95
498, 245
115KV 115KV
FOUND 1/2" REBAR w/ PS13606 ALUM.
CAP
FOUND 1/2" REBAR WITH PS6540 CAP AND
PS13606 WASHER AT BASE OF BENT STEEL ROD
FOUND 1/2" REBAR WITH PS6540 CAP
DIMENSION POINT ONLY
TRAIL ROAD
(TYP.)
N 0° 2
2'10"W
457 .18'
S 2°0 4
' 11" E
4 21 .23 '
S89°14'36"E 461.81'
(6
.0
(N
°3
'W
(S89°43'29"E) {} (462.05') {}
(S
°5
'0 4 "E
(1
.0
GATE
G A
T E
LOT 10{} LOT 1
LOT 2 LOT 9
LOT 8 LOT 3
LOT 4
LOT 7
LOT 6 LOT 5
BLOCK 2
BLOCK 3
BLOCK 1
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 9
LOT 7
LOT 4
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10{}
LOT 11
LOT 12
HOUSTON STREET
O W
E N
S T
R E
E T
G O
M E
Z D
R I V
E
50.0'
E
A S
E M
E N
T D
O C
U M
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T N
O . 3
TRAIL ROAD
(TYP.)
C O
N C
R E
T E
W
A
LL
WIRE
FENCE
CHAIN LINK
FENCE (TYP.)
UNDEVELOPED AREA
LOT 1 LOT 2 LOT 3
S89°37'51"W 74.82'
S 2°0 5
' 05" E 64 .98 '
N89°13'46"W {} 300.50'
N2°05'05"W 29.94'
N89°13'34"W {} 100.14'
4.375 ACRES
C U
R B
G U
T T
E R
WIRE FENCE
(TYP.)
EXISTING T8-N
REPLACE T7-N NEW T7-NA NEW T6-NA RETIRE T6-N NEW T6-N REPLACE T5-N EXISTING T4-N
H-FRAME STEEL
H-FRAME STEEL
CACIFC DESIGN09/10/2503
CACFOR REVIEW06/25/2502
CACPRELIMINARY01
CITY OF GALLUP
GALLUP, NM
BAO AJR CAC 11/08/24 240112
NEW SUNSHINE SUBSTATION
4:1 NM
115 KV TRANSMISSION LINE
PLAN AND PROFILE
DWN: CKD: APVD: DATE: JOB #:
REVISIONSDATE
STATESCALE SHEET
Transmission & Distribution Services Consulting Engineers & Surveyors
5401 Beverly Hills Ave NE Albuquerque, NM 87113 www.t-d-services.com
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.
BYREV
01/30/25
N E
W T
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A st a
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L a t=
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N C
H
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S W
IT
C
H S
T A
T
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N E
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B
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T A
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A
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A D
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W
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T A
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A
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A D
MAINTAIN EXISTING
TENSIONS FROM T7-N
BACK TOWARDS T8-N
APPOXY COATING IS REQUIRED FOR ALL DIRECT EMBEDMENT POLES TO A
MINIMUM OF 1` ABOVE GROUND LINE.
04.01
EXISTING T8-N - REPLACE T7-N, 3_8-7_strand_ehs_steel - Existing.wir, Tension 1032 (lbs) at 60 (deg F) Initial NEW T7-NA - NEW T6-NA, 3_8-7_strand_ehs_steel_15.wir, Tension 2284 (lbs) at 60 (deg F) Initial NEW T6-NA - EXISTING T4-N, 3_8-7_strand_ehs_steel_15.wir, Tension 2290 (lbs) at 60 (deg F) Initial NEW T7-NA - H-FRAME STEEL, 3_8-7_strand_ehs_steel - REDUCED.wir, Tension 182 (lbs) at 60 (deg F) Initial NEW T6-NA - H-FRAME STEEL, 3_8-7_strand_ehs_steel - REDUCED.wir, Tension 187 (lbs) at 60 (deg F) Initial EXISTING T8-N - REPLACE T7-N, cardinal_acsr - Existing.wir, Tension 3681 (lbs) at 60 (deg F) Initial NEW T7-NA - NEW T6-NA, cardinal_acsr_18.wir, Tension 3471 (lbs) at 60 (deg F) Initial NEW T7-NA - H-FRAME STEEL, hawk_acsr - REDUCED.wir, Tension 467 (lbs) at 60 (deg F) Initial NEW T6-NA - H-FRAME STEEL, hawk_acsr - REDUCED.wir, Tension 476 (lbs) at 60 (deg F) Initial REPLACE T7-N - NEW T7-NA, 3_8-7_strand_ehs_steel_15.wir, Tension 2301 (lbs) at 60 (deg F) Initial REPLACE T7-N - NEW T7-NA, cardinal_acsr_18.wir, Tension 3482 (lbs) at 60 (deg F) Initial NEW T6-NA - EXISTING T4-N, cardinal_acsr_18.wir, Tension 3433 (lbs) at 60 (deg F) Initial
Vert. Scale
Horiz. Scale
30.0 ft.
120.0 ft.
N
W E
S
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