Drawing_3533s-18-E-E53.pdf
PDF 958 KB Posted
- Attached to
- CRCGV-02 Material and Equipment Specifications
- Solicitation number
- 69CRC-S2782
- Issued by
- Clark County, Fish Springs CDP, Nevada
About this file
This document appears to be a design submittal for a preliminary 60% design for the Garnet Valley Water System Apex 2920 Pumping Station Site Apex Substation Elevations, Sections C, D, E & F, a state and local contract opportunity in Nevada. The drawings provide details on the structural steel framework, equipment, and electrical circuits for the substation, with notes regarding materials provided by the owner, future switch structure, structure heights, and requirements for dampening cables and weep holes. The related state and local contract opportunity is for the material and equipment specifications for the substation structures, which must be provided as shown on the drawings.
The design submittal does not provide pricing terms, set-asides, incumbent information, funding details, or other salient commercial information. The document appears to be focused on the technical specifications and drawings for the substation rather than the commercial aspects of the contract opportunity.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 33 72 73 - MATERIAL AND EQUIPMENT SPECIFICATIONS.pdf | ||
| Quote Instructions.pdf | ||
| CRCGV-02_Material and Equipment_Bid Contract.docx | DOCX document | |
| Drawing_3533s-18-E-E161.pdf | ||
| Drawing_3533s-18-E-E50.pdf | ||
| Drawing_3533s-18-E-E52.pdf | ||
| Drawing_3533s-18-E-E54.pdf | ||
| DRAWINGS~2.pdf | ||
| Drawing_3533s-18-E-E51.pdf |
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Text version
SECTION E
E51SCALE: 1/4" = 1'-0"
10'-0"
5' -0
5'
-0
8' -6
2'-0" 2'-0"3'-0" 3'-0"
AØ BØ CØ
556.5 AAC
(TYP.)
500 KCMIL
(TYP.)
SECTION F
E51SCALE: 1/4" = 1'-0"
8'-0"
1'-0" 1'-0"3'-0" 3'-0"
AØ BØ CØ
8' -0
4'
-3
2' -3
4'
-0
R10"
SECTION C
E51SCALE: 1/8" = 1'-0"
CØ
F
12'-0" 12'-0" 7'-0" 10'-0" 12'-0"12'-0"7'-0"
'-0
9'
-0
1'-6"
BØ
F
AØ
F
4" SPS
EX EX
CØ
F
1'-6"
BØ
F
AØ
F
SECTION D
E51SCALE: 1/8" = 1'-0"
10'-0"8'-0"
F
D E S O L C
4" SPS
12'-0" 13'-0"12'-0"13'-0"
9'-0" 9'-0"16'-0" 16'-0"
'-0
'-0
'-0
'-0
F
954 AAC
(TYP.)
AØBØCØ
954 AAC
(TYP.)
OPGW SPLICE
CAN F.S.
SECTION F
E51SCALE: 1/4" = 1'-0"
AØ BØ CØ
AØ BØ CØ
8'-0"
EX
36'-0"
CØ
ONLY
AØ
ONLY
SEE
NOTE 2
The information provided in this document is confidential, conceptual and subject to change. This document shall not be shared or dispersed without the written consent of SNWA.
SNWA makes no guarantee of the construction of any facilities shown herein and any use of the information contained or derived from this document will be at the sole risk of the receiving party.
D
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S SLIP BUS CONNECTION
F FIXED BUS CONNECTION
E EXPANSION BUS CONNECTION
LEGEND
D R
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C H
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4 8 168
SCALE: 1/8"=1'-0"
4 8 168
SCALE: 1/8"=1'-0"
2 4 84
SCALE: 1/4"=1'-0"
2 4 84
SCALE: 1/4"=1'-0"
1. SEE WRITTEN SPECIFICATIONS FOR MATERIAL
PROVIDED BY OWNER AND MATERIAL PACKAGER.
2. INITIALLY, A THREE PHASE BUS SUPPORT WILL BE
PLACED ON THE SWITCH STRUCTURE TO SUPPORT BUS
WORK. FOR ULTIMATE BUILD OUT, THE BUS SUPPORTS
WILL BE REPLACED WITH A 230KV SWITCH.
3. STRUCTURE HEIGHTS MEASURED FROM BOTTOM OF
BASE PLATES.
4. DAMPENING CABLE TO BE INSTALLED IN HORIZONTAL
BUS LONGER THAN 8 FEET.
5. ALL HORIZONTAL RIGID BUS TO INCLUDE A 14" WEEP
HOLE AT MID-SPAN BETWEEN ALL BUS SUPPORTS.
NOTES:
6/30/24NOT F
OR
CO
NST
RU
CT
IO
N
1/16/24
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