Amend_2_-_Attach_11_-_KFH_Phase_1A_Addendum_0002.pdf

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OR-KLAMATH FALLS NFH CONSTRUCTION OF PHASE 1
Solicitation number
140F0322B0001
Issued by

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Written by GovTribe AI ·

This document provides details for a sealed bid solicitation for construction services. The U.S. Fish and Wildlife Service is seeking a firm-fixed-price contract for construction of a new fish sucker fish hatchery located in Klamath Falls, Oregon, with an estimated value between $4-6 million. The proposed period of performance is from spring 2022 through fall 2023. Work includes construction of an influent retention pond, up to ten aquaculture ponds, geothermal supply pipelines, access roads, a drainage pipeline, and a pre-engineered metal building. The solicitation is set aside for small businesses and will be awarded to the responsive, responsible bidder providing the lowest price. Bids are due in mid-February 2022 via the SAM system. The contract will have a base bid and five options for additional ponds, pipelines, and buildings.

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Attach_1_-_140F0322B0001_clauses_and_provisions.pdf PDF
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

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BEGIN TEMPORARY DRAINAGE DITCH N: 143688.87 E: 4585066.49 IE: 4148.00'

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND C5.1-C5.3 FOR ACCESS ROADS AND -C5.3 FOR ACCESS ROADS AND C5.3 FOR ACCESS ROADS AND FOR ACCESS ROADS AND SURFACING. 3. SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND STOCKPILE AREAS, REFER TO SPECIFICATION SECTION 31 00 00 - EARTHWORK.

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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

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END TEMPORARY DRAINAGE DITCH N: 143486.16 E: 4584755.12 IE: 4146.89

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND C5.1-C5.3 FOR ACCESS ROADS AND -C5.3 FOR ACCESS ROADS AND C5.3 FOR ACCESS ROADS AND FOR ACCESS ROADS AND SURFACING. 3. SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND STOCKPILE AREAS, REFER TO SPECIFICATION SECTION 31 00 00 - EARTHWORK.

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PHASE 1A PROJECT LIMITS

TREE 6" & 10' Drip

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND C5.1-C5.3 FOR ACCESS ROADS AND -C5.3 FOR ACCESS ROADS AND C5.3 FOR ACCESS ROADS AND FOR ACCESS ROADS AND SURFACING. 3. SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND SURPLUS MATERIAL SHALL BE PLACED IN THE FILL AND STOCKPILE AREAS, REFER TO SPECIFICATION SECTION 31 00 00 - EARTHWORK.

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6" HPS SEE SHEETSC3.1-C3.2 -C3.2 C3.2

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AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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JTB

A

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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

(253) 396-0150 Fax (253) 396-0162

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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AutoCAD SHX Text 2%

AutoCAD SHX Text N

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PROJECT

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NORTH

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NOTES:

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND SEE SHEETS C5.1-C5.3 FOR ACCESS ROADS AND SURFACING.

AutoCAD SHX Text A

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TYPICAL HEAD POND SECTION

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SCALE: HRZ: 1" = 5'

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3:1 POND SIDE SLOPE

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POND BOTTOM - EL. 4152.00'

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DESIGN WSEL 4161.00'

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2:1 SLOPE

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EXISTING GRADE

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FINISH GRADE

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GRAPHIC SCALE

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LEASE / PROPERTY LINE

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VRT: 1" = 2.5'

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12' ROAD W/ 2' SHOULDER

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12' UNSURFACED ROAD

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ACCESS ROAD WIDTH VARIES, SEE C5.1

AutoCAD SHX Text 4156.68

AutoCAD SHX Text 4157.00

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1.08 ACRE HEAD POND

AutoCAD SHX Text 4162.00

AutoCAD SHX Text 4162.00

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POND LINER, SEE C2.7C2.7

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HEAD POND HORIZONTAL CONTROL

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POINT

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NORTHING

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EASTING

AutoCAD SHX Text A

AutoCAD SHX Text 144559.37

AutoCAD SHX Text 4585087.70

AutoCAD SHX Text B

AutoCAD SHX Text 144477.09

AutoCAD SHX Text 4585140.67

AutoCAD SHX Text C

AutoCAD SHX Text 144369.98

AutoCAD SHX Text 4585159.30

AutoCAD SHX Text D

AutoCAD SHX Text 144257.46

AutoCAD SHX Text 4585162.39

AutoCAD SHX Text E

AutoCAD SHX Text 144130.04

AutoCAD SHX Text 4585131.53

AutoCAD SHX Text F

AutoCAD SHX Text 144431.13

AutoCAD SHX Text 4584934.38

AutoCAD SHX Text G

AutoCAD SHX Text 144481.54

AutoCAD SHX Text 4584959.80

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HORIZONTAL CONTROL POINT SEE SCHEDULE, THIS SHEET

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SUBGRADE

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ANCHOR TRENCH

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12 FT ACCESS ROAD W/ 2' SHOULDER

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3' BERM, EL. 4162.00

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FILL

AutoCAD SHX Text 4162.00

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SAND CUSHION LAYER

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KLAMATH FALLS N.F.H.

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PHASE 1A

AutoCAD SHX Text 05/18/2021

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AutoCAD SHX Text

AutoCAD SHX Text C2.4

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PLAN

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AND SECTION

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ENLARGED GRADING PLAN

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CMB

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RRL

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SWK

AutoCAD SHX Text 14.0

AutoCAD SHX Text 4157.00

AutoCAD SHX Text 4157.00

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3:1 SLOPE

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3:1 SLOPE

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8" DIA SUPPLY, SUPPORT BEYOND

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SEEDED SWALE

AutoCAD SHX Text NOTES: 1. SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX DRY DENSITY, FREE OF ANGULAR ROCK FRAGMENTS, LARGE STONES AND OTHER DELETERIOUS MATTER SUCH AS TREE ROOTS, CONSTRUCTION DEBRIS, AND METALLIC OBJECTS. 2. SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE POND LINER AND SUBGRADE AT THE BASE OF THE POND. SAND CUSHION LAYER IS NOT REQUIRED ON SIDE SLOPES.

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BEGIN SEEDED SWALE N: 144573.71 E: 4585073.83 IE: 4160.36

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SEEDED SWALE N: 144258.47 E: 4585188.85 IE: 4158.97

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END SEEDED SWALE N: 144479.91 E: 4584931.79 IE: 4158.73

AutoCAD SHX Text 4160.21

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SEEDED SWALE N: 144089.97 E: 4585171.81 IE: 4153.85'

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

AutoCAD SHX Text

2407 North 31st Street, Suite 100 Tacoma, Washington 98407

(253) 396-0150 Fax (253) 396-0162

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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SITE SECTION

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SCALE: 1" = 5'

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SITE SECTION

AutoCAD SHX Text B

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SCALE: 1" = 5'

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LEASE AREA 1 BOUNDARY

AutoCAD SHX Text 8" GS MAINSEE SHEETS C3.1-C3.3, PIPE -C3.3, PIPE C3.3, PIPE , PIPE SUPPORT BEYOND

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4" PONDSUPPLY BEYOND

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POND BOTTOM 4152.0

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3:1 SLOPE

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3:1 SLOPE TO EG

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SWALE

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ACCESS ROAD

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PROJECT LIMITS

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POND LINER SEE SHEET C2.7C2.7

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DESIGN WSEL = 4161.0

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EX GRADE

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FINISHED GRADE

AutoCAD SHX Text 2%

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LEASE AREA 1 BOUNDARY

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PROJECT LIMITS

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8" GS MAINSEE SHEETS C3.1-C3.3-C3.3C3.3

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ACCESS ROAD

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AutoCAD SHX Text

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SWALE

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EX GRADE

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FINISHED GRADE

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3:1 SLOPE TO EG

AutoCAD SHX Text 2%

AutoCAD SHX Text SEED DISTURBED AREAS, EAST SLOPE CASCADES MIX OR APPROVED EQUAL SEE SHEETS C2.1 TO C2.2 FOR LIMITS TO C2.2 FOR LIMITSC2.2 FOR LIMITS FOR LIMITS

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TOPSOIL, 2" MIN.

AutoCAD SHX Text SEED DISTURBED AREAS, EAST SLOPE CASCADES MIX OR APPROVED EQUAL SEE SHEETS C2.1 TO C2.2 FOR LIMITS TO C2.2 FOR LIMITSC2.2 FOR LIMITS FOR LIMITS

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TOPSOIL, 2" MIN.

AutoCAD SHX Text 3:1

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SAND CUSHION LAYER, SEE NOTE 2

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KLAMATH FALLS N.F.H.

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PHASE 1A

AutoCAD SHX Text 05/18/2021

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AutoCAD SHX Text

AutoCAD SHX Text C2.5

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SECTION

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GRADING SECTIONS

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CMB

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RRL

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SWK

AutoCAD SHX Text 15.0

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SUBGRADE, SEE NOTE 1

AutoCAD SHX Text NOTES: 1. SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX DRY DENSITY, FREE OF ANGULAR ROCK FRAGMENTS, LARGE STONES AND OTHER DELETERIOUS MATTER SUCH AS TREE ROOTS, CONSTRUCTION DEBRIS, AND METALLIC OBJECTS. 2. SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE POND LINER AND SUBGRADE AT THE BASE OF THE POND. SAND CUSHION LAYER IS NOT REQUIRED ON SIDE SLOPES.

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

AutoCAD SHX Text

(253) 396-0150 Fax (253) 396-0162

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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1" HOLE IN LINER

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ADHESIVE; 4" MIN. TYP.

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PIECE TO LINER ALL AROUND

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POND SLOPE SURFACE

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3" PIPE X 6" LONG,CUT LONGITUDINALLY AND PLACED HORIZONTALLY

AutoCAD SHX Text NOTES: 1. SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX DRY SUBGRADE TO BE UNIFORM, COMPACTED TO 95% MAX DRY DENSITY, FREE OF ANGULAR ROCK FRAGMENTS, LARGE STONES AND OTHER DELETERIOUS MATTER SUCH AS TREE ROOTS, CONSTRUCTION DEBRIS, AND METALLIC OBJECTS. 2. SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE POND SAND CUSHION LAYER SHALL BE PLACED BETWEEN THE POND LINER AND SUBGRADE AT THE BASE OF THE POND. SAND CUSHION LAYER IS NOT REQUIRED ON SIDE SLOPES.

AutoCAD SHX Text

POND LINER

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* CUT OFF EXPANSION BOLTS AT NUT, GRIND OFF SHARP EDGES, TYP.

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12" MIN. RADIUS AT EDGE

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GEOTEXTILE

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GEOTEXTILE

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POND LINER

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POND BOTTOM

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SUBGRADE

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LAP JOINT DETAIL

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AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 1"

AutoCAD SHX Text

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TYPICAL ANCHOR TRENCH DETAIL

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AutoCAD SHX Text

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SCALE: 1" = 1'

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STRUCTURE/LINER ATTACHMENT

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SCALE: 3" = 1'

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GEOCOMPOSITE TYPICAL SECTION

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AutoCAD SHX Text

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SCALE: 1" = 1"

AutoCAD SHX Text

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LONGITUDINAL-SECTION - TYPICAL

AutoCAD SHX Text A

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SCALE: N.T.S.

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CROSS-SECTION TYPICAL

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SCALE: N.T.S.

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POND BOTTOM

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POND LINER

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DESIGN WATER SURFACE ELEVATION - 12" FREEBOARD

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ANCHOR TRENCH, TYP.

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* SEE SHEET C2.6 FOR DIMENSIONAL C2.6 FOR DIMENSIONAL FOR DIMENSIONAL DATA AND TOP OF POND ELEVATIONS.

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3:1 SLOPE, TYP.

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DIKE ELEVATION

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GS LINE

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HEAD POND SUPPLY INTAKE STRUCTURE SHOWN, IRP OVERFLOW BEYOND SEE DETAILS

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POND DRAIN LINE BEYOND

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HPS INTAKE LINE

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POND BOTTOM

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POND LINER

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DESIGN WATER SURFACE ELEVATION - 12" FREEBOARD

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ANCHOR TRENCH, TYP.

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3:1 SLOPE, TYP.

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DIKE ELEVATION

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SAND CUSHION LAYER, 6" MIN. SEE NOTE 2.

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GS LINE

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GEOCOMPOSITE VENT LAYER

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GEOMEMBRANE POND LINER

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POND LINER

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SAND CUSHION LAYER, 6" MIN. SEE NOTE 2

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SUBGRADE, SEE NOTE 1

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SUBGRADE, SEE NOTE 1

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SAND CUSHION LAYER

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PIPE FLANGE CONNECTION

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NTS

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SEALING GASKETS

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LOWER FLANGE

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CONCRETE COLLAR/WALL

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PIPE

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WELD BOLTS TO FLANGE (STEEL) OR USE "T" BOLTS CAST INTO CONCRETE

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POND LINER

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FLANGE

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TYPICAL VENT DETAIL

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SCALE: 3" = 1'

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ACCESS ROADS, SEE SHEETS C5.1 THRU C5.2

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DESIGN WSEL

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POND LINER

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3:1 SLOPE

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TRENCH CORNER TO BE SHARP - NO RADIUS TO BE MORE THAN 3" IN EITHER DIRECTION

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POND DIKE ELEVATION

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PIPE BOOT CONNECTION

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NTS

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SUBGRADE

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GS OR HPS PIPE

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WELD

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STAINLESS STEEL BAND CLAMP

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COMPATIBLE SEALANT UNDER CLAMPS

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1A

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C2.7

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SECTION

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AND DETAILS

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TYPICAL POND DETAILS

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CMB

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RRL

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SWK

AutoCAD SHX Text 17.0

AutoCAD SHX Text

POND LINER

AutoCAD SHX Text 14,15,17, AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 22, AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

AutoCAD SHX Text

AutoCAD SHX Text

A 316 STAINLESS STEEL NUT

AutoCAD SHX Text

A 316 STAINLESS STEEL BATTEN BARS (1/4" X 2"), CONTINUOUS ALONG LINE OF BOLTS

AutoCAD SHX Text 2" x " NEOPRENE SINGLE 14" NEOPRENE SINGLE GASKET 50 T 60 DUROMETER

AutoCAD SHX Text

A 316 STAINLESS STEEL EXPANSION BOLTS* ( " X 3 ") @ 6" O.C.38" X 334") @ 6" O.C.

AutoCAD SHX Text

* CUT OFF EXPANSION BOLTS AT NUT, GRIND OFF SHARP EDGES, TYP.

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COMPATIBLE CAULKING MATERIAL

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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

(253) 396-0150 Fax (253) 396-0162

AutoCAD SHX Text

18" CPP IE 4133.87

AutoCAD SHX Text

12" PVC IE 4141.79

AutoCAD SHX Text

18" CPP IE 4136.85

AutoCAD SHX Text

12" CMP IE 4148.04

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = ft.

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AutoCAD SHX Text

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AutoCAD SHX Text N

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PROJECT

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NORTH

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ENLARGED WATER SUPPLY PLAN, SEE C3.4

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MATCHLINE - SEE SHEET C3.2

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USFWS LEASE BOUNDARY

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

8" GS

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1A

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C3.1

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

WATER SUPPLY PIPING PLAN - AREA 1

AutoCAD SHX Text

CMB

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RRL

AutoCAD SHX Text

SWK

AutoCAD SHX Text 18.0

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT FOR GEOTHERMAL SUPPLY ALIGNMENT DATA. 3. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. C3.7 FOR GEOTHERMAL SUPPLY PROFILE. FOR GEOTHERMAL SUPPLY PROFILE. 4. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. C4.1 AND C4.2 FOR POND DRAINAGE PLAN. AND C4.2 FOR POND DRAINAGE PLAN. C4.2 FOR POND DRAINAGE PLAN. FOR POND DRAINAGE PLAN. 5. EXTEND STUBS WITHIN ACCESS ROAD AT LEAST EXTEND STUBS WITHIN ACCESS ROAD AT LEAST 4 FEET BEYOND EDGE OF ROAD SURFACING 6. PROVIDE BEDDING AND BACKFILL FOR GS PIPE PROVIDE BEDDING AND BACKFILL FOR GS PIPE PER 7. FOR STUB CONNECTION TO GS PIPE, SEEFOR STUB CONNECTION TO GS PIPE, SEE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 18,19,20,19,2019,20,2020

AutoCAD SHX Text 18,19,20,19,2019,20,2020

AutoCAD SHX Text

GS PIPELINE EXPANSION LOOP AND ANCHOR LOCATIONS

AutoCAD SHX Text

EXPANSION LOOP STATIONS

AutoCAD SHX Text

ANCHOR STATIONS

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 3+26

AutoCAD SHX Text 3+64

AutoCAD SHX Text 4+27

AutoCAD SHX Text 4+81

AutoCAD SHX Text 5+50

AutoCAD SHX Text 6+14

AutoCAD SHX Text 6+65

AutoCAD SHX Text 7+19

AutoCAD SHX Text 7+92

AutoCAD SHX Text 8+65

AutoCAD SHX Text 9+28

AutoCAD SHX Text 10+35

AutoCAD SHX Text 11+36

AutoCAD SHX Text 11+96

AutoCAD SHX Text 12+64

AutoCAD SHX Text 13+49

AutoCAD SHX Text 14+35

AutoCAD SHX Text 15+41

AutoCAD SHX Text 15+98

AutoCAD SHX Text 16+67

AutoCAD SHX Text 17+10

AutoCAD SHX Text 17+39

AutoCAD SHX Text 18+24

AutoCAD SHX Text 19+40

AutoCAD SHX Text 20+39

AutoCAD SHX Text 21+42

AutoCAD SHX Text 22+21

AutoCAD SHX Text 22+88

AutoCAD SHX Text 23+75

AutoCAD SHX Text 24+90

AutoCAD SHX Text 25+96

AutoCAD SHX Text 26+96

AutoCAD SHX Text 27+51

AutoCAD SHX Text 28+10

AutoCAD SHX Text 28+67

AutoCAD SHX Text 29+24

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

PIPE ANCHOR ABOVE GRADE EXPANSION LOOP

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

6" TIER 2 GSSTUB AND CAP IE=4145.25

AutoCAD SHX Text

6" TIER 2 HPSSTUB AND CAP IE=4144.75

AutoCAD SHX Text

6" TIER 2 HPSSTUB AND CAP IE=4144.75

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

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JTB

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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

(253) 396-0150 Fax (253) 396-0162

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WETLAND D

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WETLAND C

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BASIN

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BASIN

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LAND

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EDGE OF CONCRETE DRAINAGE STRUCTURE

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12" PVC IE 4141.12

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12" PVC IE 4140.73

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6" STL IE 4126.90

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8" PVC IE 4125.01

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8" PVC IE 4124.73

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12" PVC IE 4124.68

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12" PVC IE 4124.79

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12" CMP IE 4124.82

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12" CMP IE 4124.25

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30" CMP IE 4121.41

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12" CMP IE 4123.18

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12" CMP IE 4122.56

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12" CMP IE 4123.74

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12" CPP IE 4128.75

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6" STL IE 4127.64

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6" STL IE 4128.91

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6" STL IE 4129.15

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6" STL END IE 4138.93

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18" CPP IE 4136.85

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12" PVC IE 4140.74

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12" PVC IE 4140.70

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EXISTING ±16' DRIVEWAY

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EXISTING HATCHERY BUILDING

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MATCHLINE - SEE SHEET C3.1

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MATCHLINE - SEE SHEET C3.3

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8" GS

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EXISTING TILAPIA PONDS

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USFWS LEASE BOUNDARY

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PROPERTY LINE

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6" CONNECTIONTO EX GS

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4" HATCHERY BLDGGS STUBS AND CAPS IE=4132.67

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4" BROOD TIERGS STUB AND CAP IE=4138.67

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6" LATERAL TO EX GS

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KLAMATH FALLS N.F.H.

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PHASE 1A

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PLAN

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WATER SUPPLY PIPING PLAN - AREA 2

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CMB

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RRL

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BOOSTER PUMP, SEE SITE PLAN BELOW

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BOOSTER PUMP

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PIPING AND PAD

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SCALE: 1" = 5'

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8"X8"X4" GS TEE WITH FLEX CONNECTOR STA 16+71.11

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ACCESS ROAD

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4" GS ELBOW, TYP

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4" BUTTERFLY VALVE, SEE NOTE 1

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NOTES:

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1. BUTTERFLY VALVE SHALL BE STAINLESS STEEL.BUTTERFLY VALVE SHALL BE STAINLESS STEEL.

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8'X5' CONCRETE PAD WITH ALUMINUM ENCLOSURE,

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SEE

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NOTES:

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT FOR GEOTHERMAL SUPPLY ALIGNMENT DATA. 3. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. C3.7 FOR GEOTHERMAL SUPPLY PROFILE. FOR GEOTHERMAL SUPPLY PROFILE. 4. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. C4.1 AND C4.2 FOR POND DRAINAGE PLAN. AND C4.2 FOR POND DRAINAGE PLAN. C4.2 FOR POND DRAINAGE PLAN. FOR POND DRAINAGE PLAN. 5. EXTEND STUBS WITHIN ACCESS ROAD AT LEAST EXTEND STUBS WITHIN ACCESS ROAD AT LEAST 4 FEET BEYOND EDGE OF ROAD SURFACING 6. PROVIDE BEDDING AND BACKFILL FOR GS PIPE PROVIDE BEDDING AND BACKFILL FOR GS PIPE PER 7. FOR STUB CONNECTION TO GS PIPE, SEEFOR STUB CONNECTION TO GS PIPE, SEE

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LEGEND:

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PIPE ANCHOR ABOVE GRADE EXPANSION LOOP

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6" TIER 2 GSSTUB AND CAP IE=4145.25

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6" TIER 2 HPSSTUB AND CAP IE=4144.75

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8"X8"X4" GS TEE WITH FLEX CONNECTOR STA 16+87.11

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4" BUTTERFLY VALVE, SEE NOTE 1

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ADDENDUM NO. 1

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JTB

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TREE 6" & 10' Drip

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WET-

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EXISTING HATCHERY BUILDING

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12" CMP IE 4133.09

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12" CMP IE 4133.34

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12" CMP IE 4140.46

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12" CMP IE 4141.76

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6" STL IE 4128.91

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6" STL IE 4141.21

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6" STL IE 4143.83

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6" STL IE 4145.29

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2" WATER LINE FROM TEMPERING POND, PE DOWNSTREAM OF VALVE

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2" WATER LINE FROM TEMPERING POND, PVC UPSTREAM OF VALVE

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2" PVC IE 4153.23

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EXISTING ±13' DRIVEWAY

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NORTH

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MATCHLINE - SEE SHEET C3.2

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CONNECT GS LINE TO EXISTING GEOTHERMAL WELL WITH BRAIDED FLEXIBLE CONNECTOR

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USFWS LEASE BOUNDARY

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8" GS

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4" GS TO EXISTINGHEAD POND

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4" EXTENDEDSALVAGE GS STUB IE=4135.35

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4" D11GS STUB IE=4131.72

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EXISTING CONTROL PANEL, PROTECT IN PLACE

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4" D11/D12GS STUB IE=4134.92

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4" D12GS STUB IE=4150.82

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KLAMATH FALLS N.F.H.

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PHASE 1A

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PLAN

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AND SECTION

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WATER SUPPLY PIPING PLAN - AREA 3

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CMB

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RRL

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SWK

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NOTES:

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT FOR GEOTHERMAL SUPPLY ALIGNMENT DATA. 3. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. C3.7 FOR GEOTHERMAL SUPPLY PROFILE. FOR GEOTHERMAL SUPPLY PROFILE. 4. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. C4.1 AND C4.2 FOR POND DRAINAGE PLAN. AND C4.2 FOR POND DRAINAGE PLAN. C4.2 FOR POND DRAINAGE PLAN. FOR POND DRAINAGE PLAN. 5. EXTEND STUBS WITHIN ACCESS ROAD AT LEAST EXTEND STUBS WITHIN ACCESS ROAD AT LEAST 4 FEET BEYOND EDGE OF ROAD SURFACING 6. PROVIDE BEDDING AND BACKFILL FOR GS PIPE PROVIDE BEDDING AND BACKFILL FOR GS PIPE PER 7. FOR STUB CONNECTION TO GS PIPE, SEEFOR STUB CONNECTION TO GS PIPE, SEE

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AutoCAD SHX Text 18,19,20,19,2019,20,2020

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LEGEND:

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PIPE ANCHOR ABOVE GRADE EXPANSION LOOP

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EX PUMP POWER

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EX PUMP

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EX PUMP 'ENCLOSURE'

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FLANGED ELECTROMAGNETIC 6" FLOW METER

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8" GS, SEE PROFILE ON C3.7 FOR CONTINUATION

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BRAIDED FLEXIBLE CONNECTOR 8" ,FLANGED

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ABOVE GRADE PIPE SUPPORT FOR 8" PIPE, TYP OF 2

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EX PUMP

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EX GS DISCHARGE TO EX BURIED TANK

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EX BURIED TANK

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L1, SEE DETAIL 2 FOR CONNECTION REQUIREMENTS

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NOTES

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ADDENDUM NO. 1

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JTB

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2407 North 31st Street, Suite 100 Tacoma, Washington 98407

(253) 396-0150 Fax (253) 396-0162

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DESIGNED

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8" GS

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4" POND SUPPLYDISCHARGE, TYP OF 4, SEE PROFILE FOR STATIONING

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HEAD POND SUPPLY INTAKE N: 144400.84 E: 4584956.01

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8" GS

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USFWS LEASE BOUNDARY

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HEAD POND OVERFLOW

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HEAD POND SUPPLY INTAKE N: 144246.11 E: 4585057.33

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6" GS STUBAND CAP IE=4153.67

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HPS STUB

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HPS STUB

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6" GS STUBAND CAP IE=4153.67

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4" PONDSUPPLY DISCHARGE

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4" PONDSUPPLY DISCHARGE

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4" PONDSUPPLY DISCHARGE

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KLAMATH FALLS N.F.H.

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PHASE 1A

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PLAN

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ENLARGED WATER SUPPLY PLAN

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CMB

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NOTES:

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1. SEE SHEET C2.7 FOR POND LINER DETAILS. SEE SHEET C2.7 FOR POND LINER DETAILS. C2.7 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 2. SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT SEE SHEET C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT C3.5 FOR GEOTHERMAL SUPPLY ALIGNMENT FOR GEOTHERMAL SUPPLY ALIGNMENT DATA. 3. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. SEE SHEET C3.7 FOR GEOTHERMAL SUPPLY PROFILE. C3.7 FOR GEOTHERMAL SUPPLY PROFILE. FOR GEOTHERMAL SUPPLY PROFILE. 4. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. SEE C4.1 AND C4.2 FOR POND DRAINAGE PLAN. C4.1 AND C4.2 FOR POND DRAINAGE PLAN. AND C4.2 FOR POND DRAINAGE PLAN. C4.2 FOR POND DRAINAGE PLAN. FOR POND DRAINAGE PLAN. 5. EXTEND STUBS WITHIN ACCESS ROAD AT LEAST EXTEND STUBS WITHIN ACCESS ROAD AT LEAST 4 FEET BEYOND EDGE OF ROAD SURFACING 6. PROVIDE BEDDING AND BACKFILL FOR GS PIPE PROVIDE BEDDING AND BACKFILL FOR GS PIPE PER 7. FOR STUB CONNECTION TO GS PIPE, SEEFOR STUB CONNECTION TO GS PIPE, SEE

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AutoCAD SHX Text 18,19,20,19,2019,20,2020

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LEGEND:

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PIPE ANCHOR ABOVE GRADE EXPANSION LOOP

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TRENCH FOUNDATION STABILIZATION, AS REQ.

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6" MIN. BEDDING UNDER PIPE

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PIPE BEDDING COMP. 3/4-0" CRUSHED AGGREG. (STATE SPEC) SEE NOTE 4

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GS/HPS PIPE, SEE PLANS FOR DIAMETER

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NOTES:

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1. ALL WORK AND MATERIAL SHALL CONFORM TO THE MOST CURRENT EDITION OF THE CITY OF KLAMATH FALLS ALL WORK AND MATERIAL SHALL CONFORM TO THE MOST CURRENT EDITION OF THE CITY OF KLAMATH FALLS STANDARD DRAWINGS. 2. BEDDING AND PIPE ZONE MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY PER AASHTO, T-99 BEDDING AND PIPE ZONE MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY PER AASHTO, T-99 3. CRUSHER REJECT SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR "-0" STATE SPEC CRUSHED AGGREGATE. CRUSHER REJECT SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR "-0" STATE SPEC CRUSHED AGGREGATE. 34"-0" STATE SPEC CRUSHED AGGREGATE.

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BURIED GS/HPS

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PIPE TRENCH

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SCALE: HRZ: 1" = 2'

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VRT: 1" = 2'

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FINISHED GRADE

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SURFACING SECTION (SEE ROAD PLANS)

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UNPAVED AREAS

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PAVED OR GRAVEL AREAS

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ADDENDUM NO. 1

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JTB

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SEE SHEET C3.1 FOR PIPE C3.1 FOR PIPE FOR PIPE ANCHOR AND EXPANSION LOOP LOCATIONS

(253) 396-0150 Fax (253) 396-0162

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POND SUPPLY DISCHARGE

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SCALE: 1" = 1'-6"

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NEW 6" GS PIPE

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EX 6" STEELGS PIPE

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6" GSBUTTERFLY VALVE

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CONNECTION TO EXISTING

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TILAPIA POND SUPPLY

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SCALE: NTS

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EX 12" CASINGPIPE UNDER ROADWAY

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ACCESS ROADWAY

AutoCAD SHX Text NOTE: CUT AND REMOVE EXISTING STEEL PIPE THROUGH THE 12" CASING CUT AND REMOVE EXISTING STEEL PIPE THROUGH THE 12" CASINGPIPE UNDER THE ACCESS ROAD. EXTEND NEW GS PIPE THROUGH CASING. SEE SHEET D1.2 FOR THE EXTENT OF REMOVAL FOR THE EXISTING STEEL PIPE.D1.2 FOR THE EXTENT OF REMOVAL FOR THE EXISTING STEEL PIPE. FOR THE EXTENT OF REMOVAL FOR THE EXISTING STEEL PIPE.

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BOOSTER PUMP,

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PAD, AND ENCLOSURE

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SCALE: 1" = 1'

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FG 4146.85

AutoCAD SHX Text 90"(L)x32"(W)x50"(H) ALUMINUM ENCLOSURE, HEATED

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ANCHOR ENCLOSURE TO PAD, PER MFG

AutoCAD SHX Text 10HP 440-480 V VERTICAL MULTISTAGE BOOSTER PUMP DESIGN CHARACTERISTICS: FLOW: 300 GPM HEAD: 14 FT

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4" STAINLESSSTEEL GS PIPE

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4" GS TO 8X8X4 GSTEE, PASS THROUGH ENCLOSURE DRAIN PORT

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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KLAMATH FALLS N.F.H.

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PHASE 1A

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DETAILS

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WATER SUPPLY PIPING DETAILS

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CMB

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RRL

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SWK

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FLOW

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FLANGED CONNECTION TO PROP GS PIPE AND EX STEEL PIPE

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CUT EX PIPE, WELD FLANGE ADAPTER

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LATERAL

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GEOTHERMAL SUPPLY

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SCALE: 1" = 1.5'

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MOUND AGGREGATE BASE TO TOP OF PIPE

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ACCESS ROAD

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BRAIDED FLEXIBLE CONNECTOR 4" ,16" LONG, FLANGED

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8" GS 8X8X4 TEE

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ABOVE GRADE PIPE SUPPORT FOR 4" PIPE

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45°BEND

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ABOVE GRADE EXPANSION LOOP

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SCALE: 1" = 1' - 6"

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EMBED FRAME MIN. 2' BELOW GRADE

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LOCATE GS PIPE SUPPORT WITHIN 15" OF EXPANSION LOOP FLANGE, EACH SIDE, SEE

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PROPOSED GRADE

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STAINLESS STEEL FRAME, BEYOND

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BRAIDED FLEXIBLE EXPANSION LOOP, 8" ,SEE NOTES 1 AND 2

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SPRING LOADED PIPE HANGER

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CONTRACTOR FABRICATED, WELDED CARBON STEEL SUPPORT FRAME, SEE NOTE 4

AutoCAD SHX Text NOTES: 1. BRAIDED FLEXIBLE EXPANSION LOOP SHALL ACCOMMODATE 4" MOVEMENT IN BRAIDED FLEXIBLE EXPANSION LOOP SHALL ACCOMMODATE 4" MOVEMENT IN ALL DIRECTIONS. 2. BRAIDED FLEXIBLE EXPANSION LOOP END FITTING SHALL BE STAINLESS STEEL BRAIDED FLEXIBLE EXPANSION LOOP END FITTING SHALL BE STAINLESS STEEL 150 FLANGES. 3. PER MANUFACTURER DIMENSIONS AND RECOMMENDATIONS. PER MANUFACTURER DIMENSIONS AND RECOMMENDATIONS. 4. FRAME SHALL BE WELDED STEEL, WITH TWO VERTICAL LEGS AND A FRAME SHALL BE WELDED STEEL, WITH TWO VERTICAL LEGS AND A HORIZONTAL SUPPORT BEAM. LEGS SHALL BE 4" SQUARE TUBE, HORIZONTAL BEAM SHALL BE 3X3X0.5 ANGLE. PROVIDE FOR ATTACHMENT OF PIPE HANGER.

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AutoCAD SHX Text 18,19,20,,19,20,19,20,,20,20,, AutoCAD SHX Text 18,19,20,,19,20,19,20,,20,20,, AutoCAD SHX Text

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DESIGN WSEL

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4" PONDSUPPLY (GS OR HPS)

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45° BEND

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45° BEND

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POND LINER

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12" UTILITY BOX EXTENSION

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12" DEEP TRAFFIC RATED UTILITY BOX

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45° BEND

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EDGE OF HEAD POND ACCESS ROAD

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EXPOSE TOP HALF OF PIPE AND VALVE WITHIN BOX, CUT BTM EDGE OF BOX AS REQUIRED

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SET LINER ANCHORAGE ABOVE POND SUPPLY PIPE, FOR TYPICAL ANCHORAGE SEE

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PIPE BOOT FOR LINER PENETRATION SEE

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PIPE BEDDING

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TEE (HPS OR GS)

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TEE NEAR ROAD EDGE

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GATE VALVE, FLANGED, FOR ALL HPS AND GS DISCHARGE LOCATIONS

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AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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JTB

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(253) 396-0150 Fax (253) 396-0162

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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BY

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THI…

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