6-Optional Pond Liner Installation.pdf

463 KB Posted

Attached to
UDOT Panguitch MS4 Project
Solicitation number
UDOT260204CN
Issued by
Carbon County, Utah

About this file

Written by GovTribe AI ·

This is a design detail sheet from the Utah Department of Transportation (UDOT) for the Panguitch MS4 Project, specifically addressing optional pond liner installation at the Manila Maintenance Station. The project involves the reconstruction of a detention pond with liners and concrete work. The design specifications include an 18-inch HDPE pond liner covering approximately 2,000 square yards, 6-inch perforated PVC manifold piping, leak detection ports, and a 6-foot chain link fence for fall protection. Supporting materials include 43 cubic yards of 12-inch walls, 131 cubic yards of 8-inch slab, 62 cubic yards of 12-inch slab, 440 linear feet of 4-inch schedule 40 PVC pipe, and 100 linear feet of 6-inch schedule 40 PVC pipe. The project must be completed by June 15, 2026. A mandatory site visit is required on Wednesday, April 1st, 2026, at 1:30 p.m. at 1200 South HWY 143 (Panguitch Lake Road), Panguitch, Utah 84759. Bidders arriving late may be excluded from the site visit and prohibited from submitting bids. The awarded contractor must submit performance and payment bonds upon contract award.

UDOT reserves the right to evaluate bidder responsibility based on past MS4 project performance, specifically considering whether previous projects were completed without excessive delays, warranty issues, or liquidated damages. All structural concrete must meet UDOT Standard Specification Sections 03055 and 03310 for Type AA(AE) concrete. All soils beneath the pond and retaining wall must be non-frost susceptible down to frost depth minimum, and all perforated pipe must be wrapped in non-woven geotextile separation fabric. The procurement reference number is Solicitation #UDOT260204CN, with UDOT Procurement Services Division as the issuing procurement unit and Region 4 as the conducting procurement unit. This contract will be awarded to the lowest responsive and responsible bidder.

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Other files

File Type Posted
1-2. Attachment A- Standard Terms and Conditions- with check fields- 09-16-2024 2.docx DOCX document
4-Attachment C Bid Schedule.xlsx XLSX spreadsheet
2-7. Submittal Form- Vendor Set Up Form 2024-06-27 .pdf PDF
3-Attachment C Bid Schedule.xlsx XLSX spreadsheet
5-Attachment B Standard Provisions.pdf PDF

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SCALE:

POND LINING AND LEAK DETECTION DETAIL

NTS

D

C

6' CHAIN LINK FENCE, TYPE I

3 SIDES FOR FALL PROTECTION.

SEE POST DETAIL THIS SHEET.

THREADED

PLUG

CAST IRON RING AND LID

D & L SUPPLY H-8020 OR

APPROVED EQUAL

FINISH GRADE

SCHEDULE 40

PVC REQ'D

CAST IRON RING AND LID DETAIL

BRINE POND ENLARGED PLAN

6' CHAIN LINK FENCE MOUNTED

TO TOP OF WALL FOR FALL

PROTECTION

3/8"x7"x9" PLATE WITH (4) 1/2" HEADED STUDS

WITH 6" MIN. EMBED. COORDINATE PLACEMENT

WITH MANUFACTURER'S RECOMMENDATIONS.

CONTRACTOR MAY USE (4) 1/2" STAINLESS

STEEL TITAN HD SCREW ANCHORS WITH 6" MIN.

EMBED. INSTEAD OF STUDS.

WELD POST TO STEEL PLATE

PER MANUFACTURER'S

RECOMMENDATION

CONCRETE RETAINING

WALL SEE STRUCTURAL

FENCE POST DETAIL

3/16" TYP.

C

LOWER LEAK DETECTION PORT

D

UPPER LEAK DETECTION PORT

18"

POND LINER6" PERFORATED

PVC MANIFOLD

PIPE (SEE NOTE 2)

6" HDPE PIPE

CAST IRON RING AND LID

12"

POND LINER

6" HDPE PIPE

CAST IRON RING AND LID

CREATE OPENING IN

POND LINER AND

SEAL AROUND PIPE

PERFORATED PIPE FOR

BOTTOM 1' OF PIPECREATE 6" DEEP DEPRESSION

ON LINER BOTTOM

LOWER PORT

PLAN VIEW

POND LINER

A

SECTION VIEW A

B

SECTION VIEW B

18"

ASPHALT PAVEMENT

(SEE DETAIL 2/DT-2)

18"

CONCRETE WALL

AND SLAB DETAIL

(SEE NOTE 1)

6' CHAIN LINK FENCE,

TYPE I

CONCRETE

WALL AND SLAB

(SEE NOTE 2)

TOP OF WALL (TW)

TOP OF CONCRETE (TC)

TOP OF WALL (TW)

18"

2'

ASPHALT PAVEMENT

(SEE DETAIL 2/DT-2)

4'

18" MIN.

18" MIN.

4" PERFORATED PVC

(SEE PLAN VIEW)

8' MAX

2' BENCH

WRAP UPPER LINER

UNDER LOWER LINER.

DO NOT WELD.

2' BENCH

8' MAX

TOP OF CONCRETE (TC)

SEE DETAIL 1/DT-3

FOR POND LINING

LAYERS DETAIL

SEE DETAIL 4/DT-2

FOR POND LINING

LAYERS DETAIL

6" PERFORATED

PVC MANIFOLD PIPE

(SEE PLAN VIEW)

10'

NOTE:

1. ALL SOILS SHALL BE NON-FROST SUSCEPTIBLE BELOW

POND AND RETAINING WALL DOWN TO FROST DEPTH

(MINIMUM).

2. SEE STRUCTURAL SHEETS ST-1 AND ST-2 FOR DETAILS

AND NOTES FOR CONCRETE WORK. ALL STRUCTURAL

CONCRETE SHALL MEET THE REQUIREMENTS OF UDOT

STANDARD SPECIFICATION SECTIONS 03055 AND 03310

FOR TYPE AA(AE) CONCRETE.

3. WRAP ALL PERFORATED PIPE IN NON-WOVEN

GEOTEXTILE SEPARATION FABRIC.

6" SUITABLE

ON-SITE BORROW

6" SUITABLE

ON-SITE BORROW

RAISE FENCE FABRIC

ON WEST SIDE ONLY

2" MIN

6' CHAIN LINK

FENCE, TYPE I

POND MATERIAL TAKEOFF**

12" WALLS: 43 CY

8" SLAB: 131 CY

12" SLAB: 62 CY

4" SD PIPE: 440 LF

6" SD PIPE: 100 LF

60 MIL HDPE LINER: 2000 SY

PLAN QUANTITIES PROVIDED

FOR INFORMATION ONLY.

2.0', TYP

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