B08_Attachment_2_-_DESIGN.pdf

PDF 732 KB Posted Aug 30, 2024

Attached to: US Fish and Wildlife - WCS and Precast material Federal contract opportunity
Solicitation number: 140F1B24Q0039
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Aug 31, 2024

This document is a combined synopsis/solicitation for a U.S. Fish and Wildlife Service commercial items requirement for wetland restoration and construction materials. The solicitation is a total small business set-aside with a NAICS code of 238120 and a small business size standard of $19.0 million. The required items are detailed in Attachments 1 and 2, and the contractor must provide photos and specifications demonstrating technical acceptability. Award will be made as a firm-fixed-price contract to the responsible small business offeror submitting the lowest priced, technically acceptable quote. The required delivery date is October 1, 2024. Solicitation questions are due by September 6, 2024, and quotes are due by September 11, 2024.

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Other files for this federal contract opportunity

Other files attached to US Fish and Wildlife - WCS and Precast material, newest first.
File	Type	Posted
Sol_140F1B24Q0039_Amd_0001.pdf	PDF	Sep 6, 2024
Sol_140F1B24Q0039.pdf	PDF	Aug 30, 2024
B08_Attachment_1_-_Material_List.pdf	PDF	Aug 30, 2024

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Unauthorized Changes & Uses The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes must be in writing and must be approved by the preparer of these plans.

G ISTERED PROFESS IONALENG I NEER

JULY 12 , 2005

57779PE

OREGON

JOHN T . SPOLAR

EXPIRES: ____________

PRELIMINARY

NOT FOR CONSTRUCTION

A. * TOP OF LEVELING GRAVEL WILL BE DETERMINED IN THE FIELD ONCE THE STRUCTURE HAS BEEN DELIVERED AND ACCEPTED.

B. * TOP OF STRUCTURE WILL BE VERIFIED IN THE FIELD ONCE THE STRUCTURE HAS BEEN DELIVERED AND ACCEPTED. FOR REUSED

EXISTING STRUCTURE, TOP OF STRUCTURE WILL BE VERIFIED IN THE FIELD AFTER IN FIELD MEASUREMENTS OF EXISTING STRUCTURE.

C. * FURNISH AND INSTALL 24" CANAL GATE (WATERMAN C-10 OR EQUIVALENT) ON INLET RISER PER DETAILS.

D. * SALVAGE EXISTING DUSKY MARSH INLET RISER WITH 24" CANAL GATE AND PIPE. REINSTALL WHERE SHOWN ON THE PLANS (WCS05).

WATER CONTROL STRUCTURE TABLE

WCS# STRUCTURE TYPE W

(FT)

STOPLOG

CHANNEL HEIGHT

(SCH) (FT)

INLET PIPE

LENGTH

(FT)

OUTLET PIPE

LENGTH

(FT)

PIPE

DIAMETER

(Dp) (IN)

TOP OF

STRUCTURE

ELEV (B*)

TOP OF LEVELING

GRAVEL BASE

ELEV

INLET PIPE

INVERT ELEV

(IE)

OUTLET PIPE

INVERT ELEV

(IE)

TOP OF BERM

ELEV

CANAL GATE

(WATERMAN C-10)

(OR EQUIVALENT)

INLET / OUTLET

END SECTION

(QUANTITY)

(FT)

PIPE

DIAMETER

(DIA) (IN)

TOP OF

STRUCTURE

ELEV (B*)

TOP OF LEVELING

GRAVEL BASE

ELEV

INLET PIPE

INVERT ELEV

(IE)

OUTLET PIPE

INVERT ELEV

(IE)

NOTES

WCS01 INLINE RISER 5 7 6.5 20 50 36" CMP 194.5± (A*) 188.0 188.0 194.7 - 2 4 5 36" CMP 194.5± (A*) 188.0 188.0

WCS02 INLINE RISER 5 5 4.5 10 30 36" CMP 194.5± (A*) 190.0 190.0 194.7 - 2 4 5 36" CMP 194.5± (A*) 190.0 190.0

WCS03 INLET RISER 5 7 - - - 24" PVC 194.5± (A*) 188.0 - 194.7 1 - - - - - - - - (C*)

WCS04 OUTLET - - - - - - - - - - - - 1 4 5 24" PVC 194.2± (A*) - 189.7

WCS05 EXISTING INLET RISER 5± 6± - - 80 24" CMP 194.5± (A*) 189.8 - 170.0 - 1 4 5 24" CMP 194.0± (A*) - 189.5 (D*)

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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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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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AutoCAD SHX Text 01/09/24

AutoCAD SHX Text

JTS

AutoCAD SHX Text

BASKETT SLOUGH NATIONAL WILDLIFE AREA

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CACKLER MARSH FISH PASSAGE PROJECT

AutoCAD SHX Text

WATER CONTROL STRUCTURE DETAILS

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JTS

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1R-OR-10004370-18.0

AutoCAD SHX Text 06/30/2024

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JTS

AutoCAD SHX Text

AutoCAD SHX Text C301

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60% DESIGN / PERMIT SET

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95% DESIGN / PLAN SET

AutoCAD SHX Text 06/30/24

AutoCAD SHX Text

JTS

for, unauthorized changes to or uses of these plans. All changes must be in writing and must be approved by the preparer of these plans.

18"

12" TYP.

8' x 8' x 0.5' LEVELING GRAVEL

8' x 8' x 1.5' FOUNDATION ROCK

PRECASE

CONCRETE

VAULT

8" SS HILTI ADHESIVE AB @

12" O.C., TYPICAL BOTH SIDES

L2x2x1

4" GALV GUIDES

L2x2x1

4" GALV LEDGER

W/ 5 8" SS HILTI ADHESIVE AB

@ 12" O.C.

2" THICK 12' WIDE

GRIP-STRUT GRATING PLANKS

SEE DETAIL

L2x2x1/4"

GALV GUIDES

(SEE DETAIL)

STOPLOGS

PRECAST CONCRETE INLINE RISER STRUCTURE

EQUIVALENT ALTERNATIVE-1

NOT TO SCALE

G ISTERED PROFESS IONALENG I NEER

JULY 12 , 2005

57779PE

OREGON

JOHN T . SPOLAR

EXPIRES: ____________

PRELIMINARY

NOT FOR CONSTRUCTION

2 1/4"

GEOTEXTILE FABRIC

5" - 6" (PER MANUFACTURE)

TOP OF LEVELING GRAVEL BASE ELEV

SCH

(PER TABLE)

CONCRETE

COLLAR

(TYP)

12"

(PER

TABLE)

2' 3'

CONCRETE

COLLAR

(TYP)

(PER

TABLE)

5' HDPE PIPE STUB INLET

5' HDPE PIPE STUB OUTLET

FLOW FLOW

5" - 6" (PER MANUFACTURE)

SECTION

PLAN

CONCRETE

COLLAR

(TYP)

12"

4" - 6" (PER MANUFACTURE)

(PER

TABLE)

CONCRETE

COLLAR

(TYP)

(PER

TABLE)

5' HDPE PIPE STUB INLET

5' HDPE PIPE STUB OUTLET

FLOW FLOW

(PER TABLE)

5' (TYP)

INLET PIPE

INVERT ELEV (IE)

OUTLET PIPE

INVERT ELEV (IE) 2

PRECAST CONCRETE INLINE RISER STRUCTURE

EQUIVALENT ALTERNATIVE-2

NOT TO SCALE

W (PER TABLE)

PER

MANUFACTURE

(3'-5" M

IN) TOP OF STRUCTURE ELEV

L2x2x1/4"

GALV GUIDES

(SEE DETAIL)

STOPLOGS

2' 3'5" - 6" (PER MANUFACTURE)

1. BOTH PRECAST CONCRETE INLINE RISER

STRUCTURES (ALTERNATIVE-1 AND ALTERNATIVE-2)

ARE CONSIDERED EQUIVALENT SINCE THEY WILL

BOTH PROVIDE THE SAME FUNCTION.

GENERAL NOTE:

2 1/2" WIDE TWIN

BOARD TRACKS (TYP)

5' HDPE PIPE

STUB OUTLET

5' HDPE PIPE

STUB INLET

CONCRETE

COLLAR

(TYP)

TWO PRECAST CONCRETE INLET

RISER STRUCTURES JOINED

TOGETHER FACE TO FACE

ISOMETRIC

SECTION

2" THICK 12" WIDE

GRIP-STRUT GRATING PLANKS

COVER ENTIRE OPENING

(PARTIALLY SHOWN FOR CLARITY)

12" (TYP)

FLOW

(PRE TABLE)

12"

5"- 6" (PER MANUFACTURE)

(PER TABLE)

CONCRETE

COLLAR

(TYP)

4" - 6" (PER MANUFACTURE)

5' HDPE PIPE

STUB OUTLET

9' x 8' x 0.5' LEVELING GRAVEL

9' x 8' x 1.5' FOUNDATION ROCK

GEOTEXTILE FABRIC

TOP OF LEVELING GRAVEL BASE ELEV

18"

OUTLET

PIPE

INVERT

ELEV

(IE)

INLET

PIPE

INVERT

ELEV

(IE)

FLOW

2 1/2" WIDE

TWIN BOARD

TRACKS (TYP)

(PER TABLE)

CONCRETE

COLLAR

(TYP)

5" - 6" (PER MANUFACTURE)

3'-5" (MIN) 3'-5" (MIN)

PER MANUFACTURE

(TWO STRUCTURES) 2" THICK 12" WIDE

GRIP-STRUT GRATING PLANKS

COVER ENTIRE OPENING

H (P

A B

THREE (MIN) HOT DIPPED GALVANIZED

METAL JOINING STRAPS SECURED TO

STRUCTURES WITH FOUR BOLTS (MIN)

PER MANUFACTURE (TYP)

TOP OF STRUCTURE ELEV

1. PRECAST CONCRETE INLINE RISER

STRUCTURE ALTERNATIVE-2 REQUIRES TWO

(2) PRECAST CONCRETE INLET STRUCTURES

TO BE JOINED FACE TO FACE BY THE

MANUFACTURE BEFORE BEING SHIPPED TO

THE PROJECT SITE.

2. THE TWO (2) PRECAST CONCRETE INLET

STRUCTURES SHALL BE SECURED FACE TO

FACE USING A MINIMUM OF THREE (3) HOT

DIPPED GALVANIZED METAL JOINING STRAPS

SECURED TO THE STRUCTURES WITH A

MINIMUM OF FOUR (4) BOLTS PER THE

MANUFACTURE.

3. THE FACE TO FACE JOINT BETWEEN THE TWO

(2) STRUCTURES SHALL BE WATERTIGHT.

4. THE MANUFACTURING OF THE PRECAST

CONCRETE INLINE STRUCTURE SHALL INCLUDE

ALL FITTINGS, ADHESIVES AND ITEMS

NECESSARY FOR A SUCCESSFUL STRUCTURE.

NOTES:

4" - 6" (PER MANUFACTURE)

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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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SHEET __ OF __

AutoCAD SHX Text

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 01/09/24

AutoCAD SHX Text

JTS

AutoCAD SHX Text

BASKETT SLOUGH NATIONAL WILDLIFE AREA

AutoCAD SHX Text

CACKLER MARSH FISH PASSAGE PROJECT

AutoCAD SHX Text

WATER CONTROL STRUCTURE DETAILS

AutoCAD SHX Text

JTS

AutoCAD SHX Text

1R-OR-10004370-19.0

AutoCAD SHX Text 06/30/2024

AutoCAD SHX Text

JTS

AutoCAD SHX Text

AutoCAD SHX Text C301

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60% DESIGN / PERMIT SET

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95% DESIGN / PLAN SET

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AutoCAD SHX Text 06/30/24 for, unauthorized changes to or uses of these plans. All changes must be in writing and must be approved by the preparer of these plans.

INLET PIPE INVERT ELEV (IE)

TYPICAL DETAIL

PRECAST CONCRETE INLET RISER STRUCTURE

NOT TO SCALE

STUB (SIZE AND TYPE

PER PLAN / T

ABLE) (D

TYPICAL DETAIL

WATERMAN CANAL GATE - MODEL NO. C-10

NOT TO SCALE

REFER TO WATERMAN STANDARD DRAWINGS

AND MANUFACTUERS SPECIFICATIONS FOR

LETTERED DIMENSION VALUES.

NOTE:

4" K

A S

R E

Q U

E Ø

RED TOP

WATERMAN

MODEL C-10

CANAL GATE

SIZE xx

EXETER CALIF

J J

1. CANAL GATES TO BE INSTALLED

PER MANUFACTURER'S

SPECIFICATIONS. THIS WILL

INCLUDE ALL FITTINGS,

ADHESIVES AND ITEMS

NECESSARY FOR SUCCESSFUL

INSTALLATION OF THE CANAL

GATES. ANY MODIFICATIONS OR

SUBSTITUTIONS ARE

PROHIBITED WITHOUT CONSENT

FROM THE ENGINEER.

NOTES:

TYPICAL DETAIL

PRECAST CONCRETE INLET RISER STRUCTURE WITH GATE

NOT TO SCALE

SECTION

PLAN

5.5'

18"

12"

(TYP)

30"

G ISTERED PROFESS IONALENG I NEER

JULY 12 , 2005

57779PE

OREGON

JOHN T . SPOLAR

EXPIRES: ____________

PRELIMINARY

NOT FOR CONSTRUCTION

TOP OF STRUCTURE ELEV

1 INCH THICK

GROUT PAD

(BY OTHERS)

BOLT Ø=Q

PROJ=N

STOP BOLT

BOLT Ø=Q

PROJ=N

(4 PLACES)

24" PIP (80)

SDR 51 PVC PIPE

(5' STUB)

GEOTEXTILE FABRIC

5.5' x 8' x 1.5' FOUNDATION ROCK

5.5' x 8' x 0.5' LEVELING GRAVEL

24" Ø CANAL GATE

(WATERMAN C-10FB)

24" Ø CANAL GATE

(WATERMAN C-10FB)

PRECAST CONCRETE

INLET RISER STRUCTURE

2" THICK GRIP-STRUT

MAINTENANCE GRATE TO BE

PLACED ON STRUCTURE

GRATE TO BE CUT TO ALLOW FOR

REMOVAL OF FLASH BOARDS AND

THE RISING OF CANAL GATE

2 1/2" WIDE TWIN

BOARD TRACKS (TYP)

2" THICK GRIP-STRUT MAINTENANCE GRATING PLANKS

GRATE TO BE CUT TO ALLOW FOR REMOVAL OF FLASH

BOARDS AND/OR THE RISING OF A CANAL GATE

W (PER TABLE)

PER

MANUFACTURE

(3'-5" M

IN)

H (P

A B

1. INSTALL WATERMAN C10

BOLT INSERTS ON ALL

PRECAST CONCRETE INLET

RISER STRUCTURES.

2. INSTALL CONCRETE PIPE

COLLARS ON ALL

STRUCTURES WITH PIPE

STUBS (PER PLANS / DETAILS)

PRECAST CONCRETE

INLET RISER STRUCTURE

12"

4" - 6" (PER MANUFACTURE

CONCRETE

COLLAR (TYP)

12"

4" - 6" (PER MANUFACTURE

CONCRETE

COLLAR (TYP)

5" - 6" (PER MANUFACTURE)

2 1/2" WIDE TWIN

BOARD TRACKS (TYP)

24" PIP (80)

SDR 51 PVC PIPE

(5' STUB)

(PER TABLE)

5" - 6" THICK STRUCTURE BASE

(PER MANUFACTURE)

5" - 6" (PER MANUFACTURE)

(PER

TABLE)

NOTES:

5" - 6" (PER MANUFACTURE)

TYPICAL DETAIL

PRECAST CONCRETE INLET / OUTLET END SECTION

NOT TO SCALE

TOP OF STRUCTURE ELEV

W (PER TABLE)

PER

MANUFACTURE

(34" M

IN)

H (P

A B

INLET / OUTLET PIPE

INVERT ELEV (IE)

5' PIPE STUB (SIZE AND TYPE

PER PLAN / T

ABLE) (D

FLOW

(PRE TABLE)

12"

(PER TABLE)

CONCRETE

COLLAR (TYP)

4" - 6" (PER MANUFACTURE)

5' PIPE STUB

(SIZE AND TYPE

PER PLAN / TABLE)

INLET PIPE

INVERT ELEV (IE)

INLET / OUTLET

PIPE INVERT

ELEV (IE)

1. INSTALL WATERMAN C10

BOLT INSERTS ON ALL

PRECAST CONCRETE INLET /

OUTLET END SECTIONS.

2. INSTALL CONCRETE PIPE

COLLARS ON ALL END

SECTIONS WITH PIPE STUBS

(PER PLANS / DETAILS)

NOTES:

4" - 5" (PER MANUFACTURE)

PER MANUFACTURE (11-3/4" MIN)

SECTION

12" (TYP)

5' x 5' x 0.5' LEVELING GRAVEL

5' x 5' x 1.5' FOUNDATION ROCK

GEOTEXTILE FABRIC

TOP OF LEVELING GRAVEL BASE ELEV

18"

5"- 6" (PER MANUFACTURE)

ISOMETRIC

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

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

AutoCAD SHX Text 01/09/24

AutoCAD SHX Text

JTS

AutoCAD SHX Text

BASKETT SLOUGH NATIONAL WILDLIFE AREA

AutoCAD SHX Text

CACKLER MARSH FISH PASSAGE PROJECT

AutoCAD SHX Text

WATER CONTROL STRUCTURE DETAILS

AutoCAD SHX Text

JTS

AutoCAD SHX Text

1R-OR-10004370-20.0

AutoCAD SHX Text 06/30/2024

AutoCAD SHX Text

JTS

AutoCAD SHX Text

AutoCAD SHX Text C302

AutoCAD SHX Text

60% DESIGN / PERMIT SET

AutoCAD SHX Text

95% DESIGN / PLAN SET

AutoCAD SHX Text

AutoCAD SHX Text 06/30/24

Sheets and Views

OR0295001-USFWS- PERMIT PLAN-95% DESIGN-SH18

OR0295001-USFWS- PERMIT PLAN-95% DESIGN-SH19

OR0295001-USFWS- PERMIT PLAN-95% DESIGN-SH20

File details come from the government source that posted it. Updated Aug 30, 2024.