Amend_2_-_Attach_12_-_KFH_-_Phase_1B_Addendum_0002.pdf

3 MB Posted

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

About this file

Written by GovTribe AI ·

This document provides details for a sealed bid solicitation issued by the U.S. Fish and Wildlife Service seeking a firm-fixed-price contract for construction of a new fish sucker fish hatchery located in Klamath Falls, Oregon. The solicitation involves construction of a new hatchery including an influent retention pond, up to ten earthen aquaculture ponds, supply pipelines, drainage pipelines, access roads, a geothermal supply pipeline, and a pre-engineered metal building. The period of performance is from spring 2022 through fall 2023. The contract value is estimated between $4-6 million. The solicitation is set aside for small businesses and utilizes NAICS code 236210 with a size standard of $39.5 million or less annually averaged over three years. The solicitation includes base bid items and five bid option items for additional construction. Interested contractors must register in SAM to participate. The point of contact is identified for any questions.

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

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

KLAMATH FALLS

NATIONAL FISH HATCHERY

PHASE 1B

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FISH AND WILDLIFE SERVICE

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SUBMITTED BY REGIONAL ENGINEER

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PROGRAMMATIC REVIEW

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REVIEWED FOR ADA COMPLIANCE

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REVIEWED FOR ENVIRONMENTAL COMPLIANCE

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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)

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SUBMITTED BY PROJECT MANAGER

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PORTLAND, OREGON

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 1, OFFICE OF ENGINEERING

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DESCRIPTION

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BY

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REVIEWED FOR SAFETY COMPLIANCE

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KLAMATH FALLS

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NATIONAL FISH HATCHERY

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PHASE 1B

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COVER SHEET

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KLAMATH COUNTY

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OREGON

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SALEM

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PORTLAND

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KLAMATH FALLS

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OREGON

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ALTAMONT

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MIDLAND

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KLAMATH FALLS

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MALIN HWY - SR 39

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MATNEY RD

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SOUTHSIDE EXPY

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S 6TH ST

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US HWY 97

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KLAMATH

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KLAMATH FALLS NATIONAL FISH HATCHERY

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CALIFORNIA

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ADDENDUM NO. 1

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JTB

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PHASE 1A PROJECT LIMITS

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TREE 6" & 10' Drip

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

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

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WET-

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EXISTING HATCHERY BUILDING

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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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2" STL INTO 3" ALUM IE 4155.28

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EXISTING ±13' DRIVEWAY

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PROJECT

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MATCHLINE - SEE SHEET D1.2

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EXISTING GEOTHERMAL WELL

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USFWS LEASE BOUNDARY

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1. ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN THE LIMITS OF WORK SHOWN. 3. STOCKPILE AREA 1 TO BE GRADED TO 4150.0 MIN. STOCKPILE AREA 1 TO BE GRADED TO ±4150.0 MIN.AND ±4155.0 MAX, SEE SHEET C2.1 IN PHASE 1A. IN PHASE 1A. 4. STOCKPILE AREA 2 TO BE GRADED TO 4148.0 MIN. STOCKPILE AREA 2 TO BE GRADED TO ±4148.0 MIN.AND ±4153.0 MAX, SEE SHEET C2.1 IN PHASE 1A. IN PHASE 1A. 5. INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES AND ASSOCIATED SEDIMENT TRAPS. 6. COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.3 COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.3 D1.1-D1.3 -D1.3 D1.3 7. MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL ADDITIONAL TESC MEASURES AS NEEDED THROUGH COMPLETION OF CONSTRUCTION ON SITE. 8. EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE LINE, AND ALL EXISTING UTILITIES ONSITE NOT MARKED FOR REMOVAL TO BE PROTECTED IN PLACE AND MAINTAINED. 9. CONTRACTOR TO DEVELOP AND SUBMIT A PLAN FOR CONTRACTOR TO DEVELOP AND SUBMIT A PLAN FOR PROVIDING BACKUP WATER SUPPLY TO EXISTING HATCHERY OPERATION, PER SPECIFICATIONS. 10. IN SEEDING AREA PROVIDE APPROPRIATE EROSION IN SEEDING AREA PROVIDE APPROPRIATE EROSION CONTROL MEASURES AND SEEDING PER SPECIFICATIONS IMMEDIATELY FOLLOWING FINAL GRADING WORK. SEE C2.1 AND C2.2 FOR SEEDING AREAS. THIS AREA SHALL BE STABILIZED AS QUICKLY AS POSSIBLE. IF THIS AREA IS LEFT EXPOSED FOR MORE THAN 8 HOURS INSTALL PLASTIC SHEETING SIM TO STOCK PILE DETAIL ON SHEET D1.4.

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LEGEND:

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PROTECT IN PLACE

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KLAMATH FALLS N.F.H.

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PHASE 1B

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

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

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18" CPP IE 4133.87

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12" PVC IE 4141.79

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18" CPP IE 4136.85

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USFWS LEASE BOUNDARY

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PROPERTY LINE

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EX DRAINAGE DITCH

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EX ROCK LINED DRAINAGE DITCH

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GABION RETAINING WALL, SEE C2.4 C2.4

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PRIMARY ACCESS ROAD ALIGNMENT, SEE PHASE 1A FOR ALIGNMENT DATA

AutoCAD SHX Text BEGIN ROAD A ALIGNMENT STA 0+00.00 N 143873.12 E 4585114.45 PRIMARY ACCESS ROAD STA 13+13.52

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END ROAD A ALIGNMENT STA 5+89.08 N 144365.95 E 4584791.75

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16' POND ACCESS ROAD W/ 5' SHOULDER, TYP.

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12' POND ACCESS ROAD W/ 5' INTERIOR SHOULDER ONLY

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12' POND ACCESS ROAD W/ 5' SHOULDER

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16' POND ACCESS ROAD W/ 5' INTERIOR SHOULDER ONLY

AutoCAD SHX Text 10' POND ACCESS ROAD W/ 5' SHOULDER, TYP BETWEEN PONDS IN NORTH-SOUTH DIRECTION EXCEPT AS NOTED

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VEHICLE CIRCULATION AREA

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VEHICLE CIRCULATION AREA

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KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

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AutoCAD SHX Text

AutoCAD SHX Text C1.1

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PLAN

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SITE PLAN - AREA 1

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CMB

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RRL

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SWK

AutoCAD SHX Text 8.0

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EDGE OF ACCESS ROAD STA: 5+89.00 RT: 140.00'

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EDGE OF ACCESS ROAD STA: 5+89.00 LT: 140.00'

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EDGE OF ACCESS ROAD STA: -0+09.90 LT: 140.00'

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EDGE OF ACCESS ROAD STA: 1+70.40 RT: 140.00'

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RADIUS: 46.5 FT

AutoCAD SHX Text

10' POND ACCESS ROAD W/ 5' SHOULDER, TYP.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. FOR POND ACCESS ROAD SURFACING, SEE FOR POND ACCESS ROAD SURFACING, SEE 2. SEE SHEET C2.5-C2.6 FOR POND GRADING AND DETAILS.SEE SHEET C2.5-C2.6 FOR POND GRADING AND DETAILS.C2.5-C2.6 FOR POND GRADING AND DETAILS.-C2.6 FOR POND GRADING AND DETAILS.C2.6 FOR POND GRADING AND DETAILS. FOR POND GRADING AND DETAILS.

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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JTB

TREE 6" & 10' Drip

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

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

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WET-

AutoCAD SHX Text A

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EXISTING HATCHERY BUILDING

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12" CMP IE 4122.56

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12" CMP IE 4123.74

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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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2" PVC IE 4153.06

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1" PVC IE 4153.14

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1" PVC IE 4153.20

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1" PVC IE 4153.37

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1" PVC IE 4152.89

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6" STL IE 4146.27

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3" ALUM IE 4152.41

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2" STL INTO 3" ALUM IE 4155.28

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2" STL IE 4155.51

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1" PVC W/ WIRES IE 4155.59

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6" STL IE 4156.71

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2" STL IE 4156.52

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6" STL IE 4156.56

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1" PVC W/ WIRES IE 4156.04

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6" STL IE 4131.26

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EXISTING ±13' DRIVEWAY

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EXISTING PUMPHOUSE

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EXISTING TEMPERING POND

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6" STL IE 4135.71

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2" PVC AIR HOSE

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2" PVC AIR HOSE

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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 N

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PROJECT

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NORTH

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MATCHLINE - SEE SHEET C1.2

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EXISTING GEOTHERMAL WELL

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USFWS LEASE BOUNDARY

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EXISTING PONDS, TYP

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EXISTING PONDS

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EXISTING INFLUENT RETENTION POND

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34"-0 BASE AGGREGATE, 2" DEPTH

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1 "-0 BASE AGGREGATE, 3" DEPTH12"-0 BASE AGGREGATE, 3" DEPTH

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POND ACCESS ROAD SURFACING

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AutoCAD SHX Text

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SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

GEOTEXTILE SEPARATION FABRIC

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C1.3

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SITE PLAN - AREA 3

AutoCAD SHX Text

CMB

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RRL

AutoCAD SHX Text

SWK

AutoCAD SHX Text 10.0

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

AutoCAD SHX Text

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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

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

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PROJECT

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NORTH

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MATCHLINE - SEE SHEET C2.2

AutoCAD SHX Text 4157.00

AutoCAD SHX Text

4157.50 T/ WALL

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4157.50 T/ WALL

AutoCAD SHX Text

EX DRAINAGE DITCH

AutoCAD SHX Text

USFWS LEASE BOUNDARY

AutoCAD SHX Text

PROPERTY LINE

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EX 1/4 ACRE POND, TYP OF 4

AutoCAD SHX Text 4157.00

AutoCAD SHX Text

4149.00 FG@B/ WALL

AutoCAD SHX Text

EX DRAINAGE DITCH

AutoCAD SHX Text

EX STOCKPILE AREA 1 GRADED TO 4150.0± MIN.AND 4155.0 MAX

AutoCAD SHX Text

EX STOCKPILE AREA 2 GRADED TO 4148.0± MIN.AND 4153.0 MAX

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text 4157.00

AutoCAD SHX Text

GABION RETAINING WALL, SEE SHEET C2.4C2.4

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C2.1

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

GRADING PLAN - AREA 1

AutoCAD SHX Text

CMB

AutoCAD SHX Text

RRL

AutoCAD SHX Text

SWK

AutoCAD SHX Text 11.0

AutoCAD SHX Text 4156.00

AutoCAD SHX Text 4152.00

AutoCAD SHX Text 4154.00

AutoCAD SHX Text

4149.00 FG@B/ WALL

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

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

AutoCAD SHX Text

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

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

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SITE SECTION

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: HRZ: 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text

LEASE AREA 1 BOUNDARY AND PROPERTY LINE

AutoCAD SHX Text

PHASE 1A FINISHED GRADE

AutoCAD SHX Text

POND C1

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POND C2

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POND C3

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POND B1

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EXISTING GRADE

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FINISHED GRADE

AutoCAD SHX Text

ACCESS ROAD SEE

AutoCAD SHX Text

3:1 FILL SLOPE TO EX GRADE

AutoCAD SHX Text

VRT: 1" = 10'

AutoCAD SHX Text

EX GRADE

AutoCAD SHX Text

LEASE AREA 1 BOUNDARY

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE - SEE ABOVE

AutoCAD SHX Text

MATCHLINE - SEE BELOW

AutoCAD SHX Text

SITE SECTION

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: HRZ: 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text

VRT: 1" = 10'

AutoCAD SHX Text

POND C2

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POND C5

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GRADE TO EXISTING AT 3:1 SLOPE

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EXISTING GRADE

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PHASE 1A FINISHED GRADE, APPROX.

AutoCAD SHX Text

IRP

AutoCAD SHX Text

TOP OF PHASE 1A IRP BERM

AutoCAD SHX Text

16' ROAD FG=4157.0

AutoCAD SHX Text

12' POND ACCESS ROAD FG=4157.0

AutoCAD SHX Text

16' POND ACCESS ROAD FG=4157.0

AutoCAD SHX Text

GABION RETAINING WALL, SEE C2.4 FOR DETAILSC2.4 FOR DETAILS FOR DETAILS

AutoCAD SHX Text

EX PRIMARY ACCESS ROAD

AutoCAD SHX Text

PHASE 1A FINISHED GRADE, APPROX.

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C2.3

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text

GRADING SECTIONS

AutoCAD SHX Text

CMB

AutoCAD SHX Text

RRL

AutoCAD SHX Text

SWK

AutoCAD SHX Text 13.0

AutoCAD SHX Text

PHASE 1A FINISHED GRADE, APPROX.

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VEHICLE CIRCULATION AREA

AutoCAD SHX Text OF 12' ACCESS ROAD FG: 4157.00 SECTION STA: 0+64.54 ROAD A STA: 5+83.08 RT: 91.89'

AutoCAD SHX Text OF 10' ACCESS ROAD FG: 4157.00 SECTION STA: 1+85.56 ROAD A STA: 4+62.08 RT: 91.89'

AutoCAD SHX Text OF 10' ACCESS ROAD FG: 4157.00 SECTION STA: 3+05.55 ROAD A STA: 3+42.08 RT: 91.89'

AutoCAD SHX Text EDGE OF 10' ACCESS ROAD FG: 4157.00 SECTION STA: 4+25.54 ROAD A STA: 2+17.08 RT: 91.89'

AutoCAD SHX Text

18" PD

AutoCAD SHX Text

6" GS

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

6" GS

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

8" GS

AutoCAD SHX Text

18" PD

AutoCAD SHX Text

6" GS

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

18" PD

AutoCAD SHX Text

6" GS

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

18" PD

AutoCAD SHX Text

6" GS

AutoCAD SHX Text

6" HPS

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

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

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

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 __

AutoCAD SHX Text

ORIGINAL DRAWING

AutoCAD SHX Text

NOT ONE INCH

AutoCAD SHX Text

ON THIS SHEET

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

AutoCAD SHX Text

THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

AutoCAD SHX Text

DIAPHRAGM

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CORNER CELL

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WELDED WIRE

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TWISTED WIRE MESH

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NOMINAL SPACING

AutoCAD SHX Text F r o n t F a c e

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NOMINAL SPACING

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NOMINAL SPACING

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BEFORE CLOSURE

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AFTER CLOSURE

AutoCAD SHX Text B

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BEFORE CLOSURE

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AFTER CLOSURE

AutoCAD SHX Text 3"

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(FASTENER DIMENSIONS NOMINAL)

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INTERLOCKING FASTENER*

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SPIRAL BINDER

AutoCAD SHX Text

OVERLAPPING FASTENER*

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text 36"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 7/16"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

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INTERNAL CONNECTING WIRES NOT

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SHOWN IN THIS CELL FOR CLARITY.

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OPTIONAL STIFFENERS NOT SHOWN

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IN THESE 2 CELLS FOR CLARITY.

AutoCAD SHX Text

OPTIONAL STIFFENERS FOR WELDED WIRE BASKETS

AutoCAD SHX Text

INTERNAL CONNECTING

AutoCAD SHX Text

WIRES

AutoCAD SHX Text 13/4"

AutoCAD SHX Text

WIRE DIAMETER =1/8"

AutoCAD SHX Text

WIRE DIAMETER =1/8"

AutoCAD SHX Text 13/8"

AutoCAD SHX Text 17/8"

AutoCAD SHX Text

1/8" SPIRAL BINDER

AutoCAD SHX Text 11/2"

AutoCAD SHX Text A = 12"

AutoCAD SHX Text 4" |

AutoCAD SHX Text 4" |

AutoCAD SHX Text 4" |

AutoCAD SHX Text

INTERNAL CONNECTING WIRES

AutoCAD SHX Text

OUTSIDE CELLS

AutoCAD SHX Text

CORNER CELL

AutoCAD SHX Text

OUTSIDE CELLS

AutoCAD SHX Text

SEE DETAILS BELOW.

AutoCAD SHX Text A = 12"

AutoCAD SHX Text

*USE FOR BASKET ASSEMBLY ONLY.

AutoCAD SHX Text

DOUBLE LOOP

AutoCAD SHX Text 18"

AutoCAD SHX Text

INTERNAL CONNECTING WIRES OR STIFFENERS NOT REQUIRED IN INTERIOR CELLS.

AutoCAD SHX Text TWO ROWS OF STIFFENERS (4 PER CELL) ARE REQUIRED ON FRONT FACE. A SINGLE ROW (MID LEVEL) IS REQUIRED ON BACK FACE (2 PER CELL).

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TIE FRONT, SIDES, AND BACK.

AutoCAD SHX Text

CONTINUOUS TIE WIRE TO NEXT SINGLE LOOP.

AutoCAD SHX Text

SINGLE LOOP

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SINGLE HALF-HITCH LOCKED LOOP.

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3/32" TIE WIRE

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CONTINUOUS TIE WIRE TO NEXT SINGLE HALF-HITCH LOCKED LOOP.

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CRIMPED END OF JOINT

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CRIMPED END OF JOINT

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NOMINAL 1" OVERLAP

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TIE WIRES SHALL ENCOMPASS 3 VERTICAL AND 2 HORIZONTAL STRANDS OF WELDED FABRIC

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INTERNAL CONNECTING WIRES SHALL ENCOMPASS 3 MESH OPENINGS

AutoCAD SHX Text

18" STIFFENER HOOKED AT INTERSECTION OF WIRES

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CRIMP HOOK CLOSED

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ACCESS ROAD

AutoCAD SHX Text 4157.0'

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text 4149.0'

AutoCAD SHX Text

3:1 TO EG

AutoCAD SHX Text

CAPPED PIPE SEE SHEETS C3.1, C4.1C3.1, C4.1, C4.1C4.1

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INTERNAL CONNECTING WIRES

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

CONNECTING WIRES

AutoCAD SHX Text

TYPICAL PLAN FOR INTERNAL

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

JOINT FASTENERS

AutoCAD SHX Text

ALTERNATE GABION

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

STANDARD 3/32" TIE WIRE DETAIL

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

GABION BASKET TYING DETAIL

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

GABION RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

AutoCAD SHX Text

KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C2.4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

AND DETAILS

AutoCAD SHX Text

GABION RETAINING WALL DETAILS

AutoCAD SHX Text

CMB

AutoCAD SHX Text

RRL

AutoCAD SHX Text

SWK

AutoCAD SHX Text 14.0

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text

3' X 3' GABION BASKET

AutoCAD SHX Text

TWISTED WIRE BASKETS

AutoCAD SHX Text

WELDED WIRE BASKETS

AutoCAD SHX Text

OPTIONAL STIFFENER CONNECTION FOR WELDED WIRE GABION BASKETS

AutoCAD SHX Text 4157.5'

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

AutoCAD SHX Text

JTB

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

AutoCAD SHX Text

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

AutoCAD SHX Text

ACCORDINGLY, IF

AutoCAD SHX Text

ADJUST SCALES

AutoCAD SHX Text 0" 1"

AutoCAD SHX Text

ONE INCH ON

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THIS BAR IS

AutoCAD SHX Text

VERIFY SCALE

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DIKE ELEVATION

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POND NO.

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ELEVATION

AutoCAD SHX Text B1-B4

AutoCAD SHX Text 4157.0'

AutoCAD SHX Text C1-C6

AutoCAD SHX Text 4157.0'

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TYPICAL TYPE B POND - PLAN

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SCALE: 1" = 10'

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SLOPE APPROX. 2 H : 1 V

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SLOPE APPROX. 2 H : 1 V

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NOTES:

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1. SEE C1.1 FOR POND CONFIGURATION AND KETTLE LOCATIONS. SEE C1.1 FOR POND CONFIGURATION AND KETTLE LOCATIONS. C1.1 FOR POND CONFIGURATION AND KETTLE LOCATIONS. FOR POND CONFIGURATION AND KETTLE LOCATIONS. 2. MEASUREMENTS ARE SQUARE; ACTUAL PONDS ARE ROUNDED AT CORNERS. MEASUREMENTS ARE SQUARE; ACTUAL PONDS ARE ROUNDED AT CORNERS. 3. DIMENSIONS AND ELEVATIONS ARE MEASURED TO DIKE ELEVATION. DIMENSIONS AND ELEVATIONS ARE MEASURED TO DIKE ELEVATION. 4. DIMENSIONS ARE APPROXIMATE. DIMENSIONS ARE APPROXIMATE. 5. SEE SHEET C2.6 FOR TYPICAL CROSS SECTIONS. SEE SHEET C2.6 FOR TYPICAL CROSS SECTIONS. C2.6 FOR TYPICAL CROSS SECTIONS. FOR TYPICAL CROSS SECTIONS. 6. TYPICAL FREEBOARD OF 12 INCHES FROM DIKE ELEVATION. TYPICAL FREEBOARD OF 12 INCHES FROM DIKE ELEVATION. 7. SEE S2.1-S2.3 FOR KETTLE PLAN AND DETAILS. SEE S2.1-S2.3 FOR KETTLE PLAN AND DETAILS. S2.1-S2.3 FOR KETTLE PLAN AND DETAILS. -S2.3 FOR KETTLE PLAN AND DETAILS. S2.3 FOR KETTLE PLAN AND DETAILS. FOR KETTLE PLAN AND DETAILS. 8. POND CONTROL POINT LOCATIONS ARE BASED ON THE ROADWAY ALIGNMENT ON POND CONTROL POINT LOCATIONS ARE BASED ON THE ROADWAY ALIGNMENT ON SHEET C1.1. A POSITIVE OFFSET VALUE IS TO THE PROJECT NORTH OF THE C1.1. A POSITIVE OFFSET VALUE IS TO THE PROJECT NORTH OF THE . A POSITIVE OFFSET VALUE IS TO THE PROJECT NORTH OF THE ALIGNMENT AND A NEGATIVE VALUE IS TO THE PROJECT SOUTH OF THE ALIGNMENT. 9. ANCHOR LINER TO ALL FACES OF KETTLE AND STAIRS AS SHOWN IN ANCHOR LINER TO ALL FACES OF KETTLE AND STAIRS AS SHOWN IN

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DIMENSIONAL DATA FOR TYPICAL PONDS

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POND NO.

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LENGTH (FT)

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WIDTH (FT)

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SURFACE ACRES * LENGTH X WIDTH

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WATER DEPTH (FT)**

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VOLUME (ACRES FEET)

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MAX.

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MIN.

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AVG.

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AutoCAD SHX Text 0.125

AutoCAD SHX Text 6.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 0.389

AutoCAD SHX Text C1-C6

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AutoCAD SHX Text 0.25

AutoCAD SHX Text 6.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 0.808

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TYPICAL TYPE C POND - PLAN

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SCALE: 1" = 10'

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VENT SPACE @ 50' O.C. (TYP)

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SLOPE APPROX. 2 H : 1 V

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SLOPE APPROX. 2 H : 1 V

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* HORIZONTAL PLANE ONLY. DOES NOT INCLUDE ALLOWANCES FOR SLOPES. ** ASSUMES A TYPICAL FREEBOARD OF 12 INCHES FROM DIKE ELEVATION.

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DIKE ELEVATION, REFER TO TABLE THIS SHEET

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DIKE ELEVATION, REFER TO TABLE THIS SHEET

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3 H : 1 V ACCESS RAMP

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3 H : 1 V ACCESS RAMP

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VENT SPACE @ 50' O.C. (TYP)

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AutoCAD SHX Text 6'

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GEOCOMPOSITE SECTION

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AutoCAD SHX Text 6'

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GEOCOMPOSITE SECTION

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KETTLE

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KETTLE

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POND CONTROL POINT LOCATIONS

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POND NO.

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CONTROL POINT A

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CONTROL POINT B

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STATION

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OFFSET

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STATION

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OFFSET

AutoCAD SHX Text B1

AutoCAD SHX Text 1+84.83

AutoCAD SHX Text 11.00

AutoCAD SHX Text 1+84.83

AutoCAD SHX Text 119.00

AutoCAD SHX Text B2

AutoCAD SHX Text 1+84.83

AutoCAD SHX Text -11.00

AutoCAD SHX Text 1+84.83

AutoCAD SHX Text -119.00

AutoCAD SHX Text B3

AutoCAD SHX Text 1+09.83

AutoCAD SHX Text -11.00

AutoCAD SHX Text 1+09.83

AutoCAD SHX Text -119.00

AutoCAD SHX Text B4

AutoCAD SHX Text 0+34.83

AutoCAD SHX Text -11.00

AutoCAD SHX Text 0+34.83

AutoCAD SHX Text -119.00

AutoCAD SHX Text C1

AutoCAD SHX Text 5+22.33

AutoCAD SHX Text 11.00

AutoCAD SHX Text 5+22.33

AutoCAD SHX Text 119.00

AutoCAD SHX Text C2

AutoCAD SHX Text 4+02.33

AutoCAD SHX Text 11.00

AutoCAD SHX Text 4+02.33

AutoCAD SHX Text 119.00

AutoCAD SHX Text C3

AutoCAD SHX Text 2+82.33

AutoCAD SHX Text 11.00

AutoCAD SHX Text 2+82.33

AutoCAD SHX Text 119.00

AutoCAD SHX Text C4

AutoCAD SHX Text 5+22.33

AutoCAD SHX Text -11.00

AutoCAD SHX Text 5+22.33

AutoCAD SHX Text -119.00

AutoCAD SHX Text C5

AutoCAD SHX Text 4+02.33

AutoCAD SHX Text -11.00

AutoCAD SHX Text 4+02.33

AutoCAD SHX Text -119.00

AutoCAD SHX Text C6

AutoCAD SHX Text 2+82.33

AutoCAD SHX Text -11.00

AutoCAD SHX Text 2+82.33

AutoCAD SHX Text -119.00

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KLAMATH FALLS N.F.H.

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PHASE 1B

AutoCAD SHX Text 05/18/2021

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AutoCAD SHX Text C2.5

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PLAN

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POND GRADING PLAN

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CMB

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RRL

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SWK

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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JTB

(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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LONGITUDINAL-SECTION - TYPICAL

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SCALE: N.T.S.

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POND BOTTOM, APPROXIMATELY 2% SLOPE

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ANCHOR TRENCH, TYP.

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DESIGN WSEL - 12" FREEBOARD

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POND LINER

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KETTLE

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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 WSEL - 12" FREEBOARD

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ANCHOR TRENCH, TYP.

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* SEE SHEET C2.5 FOR DIMENSIONAL C2.5 FOR DIMENSIONAL FOR DIMENSIONAL DATA AND TOP OF POND ELEVATIONS.

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ACCESS ROADS, SEE SHEET C1.1C1.1

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DESIGN WSEL

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POND LINER

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2:1 SLOPE, TYP.

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2:1 SLOPE, TYP.

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DIKE ELEVATION

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DIKE ELEVATION

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3:1 SLOPE

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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

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

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SUBGRADE SEE NOTE 1

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SUBGRADE SEE NOTE 1

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POND LINER

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A 316 STAINLESS STEEL NUT

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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

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

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

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COMPATIBLE CAULKING MATERIAL

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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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SCALE: 1" = 1"

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TYPICAL ANCHOR TRENCH DETAIL

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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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RE-USE DRAIN

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POND DRAIN

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GS AND HPS LINES

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GS AND HPS LINES

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GEOCOMPOSITE TYPICAL SECTION

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SCALE: 1" = 1"

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GEOCOMPOSITE VENT LAYER

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GEOMEMBRANE POND LINER

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SAND CUSHION LAYER

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TYPICAL VENT DETAIL

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SCALE: 3" = 1'

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

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

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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

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KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C2.6

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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 16.0

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POND LINER

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POND LINER

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STRUCTURE/LINER ATTACHMENT, SEE

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AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

AutoCAD SHX Text

ADDENDUM NO. 1

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JTB

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AutoCAD SHX Text

C

B

C

C

C

C

B

B

B

P H

A S

E

B P

R O

JE

C

T L

IM

IT

S

PH

A

SE 1

B

P R

O

JEC

T L

IM

IT

S

P H

A S

E

O

J E

M

I T

S

P

H

A

O

J

E

M

I

T

S

S

D

S

D

S

D

S

D

S

D

X

X

X

X

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X

X

X

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

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

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18" CPP IE 4133.87

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12" PVC IE 4141.79

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18" CPP IE 4136.85

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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"

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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 N

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PROJECT

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NORTH

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USFWS LEASE BOUNDARY

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PROPERTY LINE

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NOTES:

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1. SEE SHEET C4.1 FOR RE-USE PIPING PLAN. SEE SHEET C4.1 FOR RE-USE PIPING PLAN. C4.1 FOR RE-USE PIPING PLAN. FOR RE-USE PIPING PLAN. 2. SEE SHEET C5.1 FOR POND DRAINAGE PLAN. SEE SHEET C5.1 FOR POND DRAINAGE PLAN. C5.1 FOR POND DRAINAGE PLAN. FOR POND DRAINAGE PLAN. 3. FOR TYPICAL HPS AND GS DISCHARGE, SEE FOR TYPICAL HPS AND GS DISCHARGE, SEE 4. FOR HPS DISCHARGE AT KETTLE, SEE FOR HPS DISCHARGE AT KETTLE, SEE 5. HPS PIPE SHALL BE 6" PVC UNLESS OTHERWISE NOTED. HPS PIPE SHALL BE 6" PVC UNLESS OTHERWISE NOTED.6. GS PIPE SHALL BE 4" SS UNLESS OTHERWISE NOTED. GS PIPE SHALL BE 4" SS UNLESS OTHERWISE NOTED.7. CONSTRUCT (12) BELOW GRADE EXPANSION LOOPS AT CONSTRUCT (12) BELOW GRADE EXPANSION LOOPS AT LOCATIONS AS DIRECTED BY ENGINEER, INCLUDING (8) 4-INCH EXPANSION LOOPS AND (4) 1 1/2-INCH EXPANSION LOOPS, SEE

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EX 8" GS

AutoCAD SHX Text A

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AutoCAD SHX Text 4" GS POND DISCHARGEAND 4" HPS PONDDISCHARGE, TYP EACH POND AT NORTH AND SOUTH ENDS

AutoCAD SHX Text D

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AutoCAD SHX Text B

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EXTEND STUB AND CAP GS AND HPS, MINIMUM 5' BEYOND FACE OF GABION WALL

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EXTEND STUB AND CAP GS AND HPS, MINIMUM 5' BEYOND FACE OF GABION WALL

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KLAMATH FALLS N.F.H.

AutoCAD SHX Text

PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C3.1

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PLAN

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WATER SUPPLY PIPING PLAN - AREA 1

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CMB

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RRL

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SWK

AutoCAD SHX Text 17.0

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CONNECT TO EX GS STUB WITH 6X4 REDUCER, TYP OF 2

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CONNECT TO EX GS STUB WITH 6X6 TEE AND 6X4 REDUCER, TYP OF 2

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AutoCAD SHX Text

AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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JTB

AutoCAD SHX Text

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"

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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POND SUPPLY DISCHARGE

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SCALE: 1" = 1'-6"

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TYPICAL SECTION ACCESS ROAD

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SCALE: 1" = 1'

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8" RE-USE DRAIN(RUD)

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18" POND DRAIN(PD)

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4" GEOTHERMALSUPPLY (GS)

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6" HEAD POND SUPPLY(HPS)

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SEE FOR LINER ANCHOR TRENCH DETAIL

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4" PONDSUPPLY DISCHARGE

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4" LATERAL GEOTHERMAL SUPPLY(GS) TO CULTURE PONDS

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GEOTEXTILE SEPARATION FABRIC

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TYPICAL SECTION ACCESS ROAD

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SCALE: 1" = 2'

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18" POND DRAIN

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PHASE 1A FINISHED GRADE

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EXISTING GRADE

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6" HEAD POND SUPPLY

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6" GEOTHERMALSUPPLY

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FINISHED GRADE

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POND C3

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KLAMATH FALLS N.F.H.

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PHASE 1B

AutoCAD SHX Text 05/18/2021

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C3.2

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SECTIONS

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AND DETAILS

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WATER SUPPLY PIPING DETAILS

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CMB

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RRL

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SWK

AutoCAD SHX Text 18.0

AutoCAD SHX Text 17, AutoCAD SHX Text 17, AutoCAD SHX Text

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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EXPANSION LOOP VAULT (BEYOND), SEE

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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

AutoCAD SHX Text

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

AutoCAD SHX Text 0" 1"

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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TYPICAL SECTION

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SCALE: 1" = 2'

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TYPICAL SECTION

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SCALE: 1" = 2'

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18" POND DRAIN

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GABION WALL, SEE C2.4C2.4

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FINISHED GRADE

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EXISTING GRADE

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6" HEAD POND SUPPLY

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6" GEOTHERMAL SUPPLY

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POND C4

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POND B3

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6" HEAD POND SUPPLY

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6" GEOTHERMAL SUPPLY

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KLAMATH FALLS N.F.H.

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PHASE 1B

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SECTIONS

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WATER SUPPLY PIPING SECTIONS

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CMB

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RRL

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SWK

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GEOTEXTILE PER OSS 00596A.14

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FINISHED GRADE

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BRAIDED FLEXIBLE EXPANSION LOOP, 4" ,SEE NOTE 1

AutoCAD SHX Text NOTES: 1. BRAIDED FLEXIBLE EXPANSION LOOP BRAIDED FLEXIBLE EXPANSION LOOP END FITTING SHALL BE STAINLESS STEEL 150 FLANGES.

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BASE AGGREGATE, 12" DEPTH

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35" FOR 4" EXP

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35" FOR 4" EXP

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30"X48" UTILITY VAULT, WITH TRAFFIC RATED ALUMINUM LID

AutoCAD SHX Text NON-GRIPPING NUBOLT 316SS U-BOLT WITH UV STABLE POLYSHRINK AND HALF ROUND THERMOPLASTIC I-ROD HT NON-GRIPPING BASE

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12" X 3 14" EMBED WEDGE ANCHOR

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SPRING LOADED PIPE HANGER

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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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BELOW GRADE EXPANSION LOOP

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SCALE: HRZ: 1" = 1'-6"

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2 X 2 X 0.5 ANGLE HANGER SUPPORT

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AutoCAD SHX Text 3/10/2022

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ADDENDUM NO. 1

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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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GRAPHIC SCALE

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PROJECT

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NORTH

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NOTES:

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1. SEE SHEET C2.5 FOR TYPICAL POND DIMENSIONS. SEE SHEET C2.5 FOR TYPICAL POND DIMENSIONS. C2.5 FOR TYPICAL POND DIMENSIONS. FOR TYPICAL POND DIMENSIONS. 2. SEE SHEET C2.6 FOR POND LINER DETAILS. SEE SHEET C2.6 FOR POND LINER DETAILS. C2.6 FOR POND LINER DETAILS. FOR POND LINER DETAILS. 3. REUSE DRAINAGE STRUCTURE LOCATIONS ARE BASED ON REUSE DRAINAGE STRUCTURE LOCATIONS ARE BASED ON THE ROADWAY ALIGNMENT ON SHEET C1.1. A POSITIVE C1.1.

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