FIO-Strahan_List_of_Changes_for_Amendment_No._0002.pdf

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EL PASO WATER UTILITY (EPWU) STRAHAN ROAD WATER TRANSMISSION MAIN, EL PASO, EL PASO COUNTY, TEXAS
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W912PP-16-R-0020
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Amendment 0002 - Filename FIO-Strahan List of Changes for Amendment No. 0002

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W912PP-16-R-0020_AMEND_6.pdf PDF
W912PP-16-R-0020_AMEND_0005.pdf PDF
W912PP-16-R-0020_AMEND_4.pdf PDF
W912PP-16-R-0020_AMEND_3.pdf PDF
Site_Visit_Sign-In.pdf PDF
W912PP-16-R-0020_AMEND_2.pdf PDF
W912PP-16-R-0020_AMEND_1.pdf PDF
Strahan-Plans-Phase_2.pdf PDF
Strahan-Plans-Phase_1.pdf PDF
W912PP-16-R-0020.pdf PDF

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Text version

Plan Set Sheet Location Change

Cover ‐‐ Removed "Volume 1 of 3"

G‐1 General Note 18 Added "At its expense the" at the beginning of the sentence

C‐1 Construction Note 16 Changed section number from 013526 to 01 56 50

C‐2 Construction Note 17 Changed section number from 013526 to 01 56 50

C‐3 Construction Note 8 Changed section number from 013526 to 01 56 50

C‐4 Construction Note 9 Changed section number from 013526 to 01 56 50

C‐5 Construction Note 9 Changed section number from 013526 to 01 56 50

C‐6 Construction Note 10 Changed section number from 013526 to 01 56 50

C‐7 Construction Note 9 Changed section number from 013526 to 01 56 50

C‐8 Construction Note 10 Changed section number from 013526 to 01 56 50

CZ‐1 Detail A, Note 6

Added spaces to 310000 spec number; changed second sentence to read "Both are acceptable for backfilling only but not for pavement subgrade or pipe bedding or embankment, provided the platicity index (PI) is less than

15."

CZ‐1 Detail A, Note 7 Delete Note 7

CZ‐5 Sections 1, 2, 3 4

Changed base course compaction from 95% to 100%;

changed section number from 02542 to 32 12 16 on shoulder notes

CZ‐5 Detail A Changed base agregate course compaction from 95% to

100%

Cover ‐‐ Removed "Volume 2 of 3"

G‐1 General Note 18 Added "At its expense the" at the beginning of the sentence

C‐1 Construction Note 8 Changed section number from 013526 to 01 56 50

C‐2 Construction Note 7 Changed section number from 013526 to 01 56 50

C‐3 Construction Note 20 Changed section number from 013526 to 01 56 50

C‐4 Construction Note 10 Changed section number from 013526 to 01 56 50

C‐5 Construction Note 11 Changed section number from 013526 to 01 56 50

C‐6 Construction Note 11 Changed section number from 013526 to 01 56 50

C‐7 Sections 1, 2, 3 4

Changed base course compaction from 95% to 100%;

changed section number from 02542 to 32 12 16 on shoulder notes

C7 Detail A Changed base agregate course compaction from 95% to

100%

Phase 1

Phase 2

Upper Valley Strahan Road Water Transmission Main List of Changes for Amendment No. 0002

(FOR INFORMATION ONLY)

C‐8 Sections 5, 6, 7

Changed base course compaction from 95% to 100%;

changed section number from 02542 to 32 12 16 on shoulder notes

CZ‐1 Detail A, Note 6

Added spaces to 310000 spec number; changed second sentence to read "Both are acceptable for backfilling only but not for pavement subgrade or pipe bedding or embankment, provided the platicity index (PI) is less than

15."

CZ‐1 Detail A, Note 7 Delete Note 7

Upper Valley Strahan Road Water Transmission Main

Spec # Location Change

2.8, 3rd paragraph, 3rd paragraph Change 48‐Inch to 54 Inch

1.3.11 Changed paragraph to say "NOT USED"

1.3.14 Changed paragraph to say "NOT USED"

1.4

Changed first sentence to read "Subsurface soil boring logs are included in the geotechnical reports that are part of these SPECIFICATIONS."

1.4.1.2 Deleted word "blasting" and changed senteces to

accommodate for that change

1.4.2 Changed paragraph to say "Blasting shall not be

permitted in this project."

2.9 Added new subsection

2.1 Added new subsection

2.11 Added new subsection

2.12 Added new subsection

31 23 00.00 20

1.2 Added new reference below ASTM for TxDOT Specs, Item 247

2.1.1

Change title of subsection to "Subgrade"; added following paragraph after the second paragraph: The subgrade shall be compacted tp 95% density per ASTM

D1557."

2.1.2

Changed title of subsection to "Base Course"; deleted all paragraphs and added the following one: "Base course shall be 8" in thickness and shall be selected according to TxDOT Item 247 Type A, Grade or better.

The base course shall be compated to 100% density per ASTM D1557."

2.8 New Subsection

3.2.2.2.1 Deleted extra space

New Specification.

31 00 00

32 11 16

33 11 00

Upper Valley Strahan Road Water Transmission Main

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