D006386 Addendum 01.pdf

PDF 3 MB Posted Aug 12, 2025

Attached to: Site Utility Improvements State and local contract opportunity
Solicitation number: 2125316
Issued by: Saratoga County, New York

About this file

Written by GovTribe AI · Sep 15, 2025

This document is an Addendum No. 1 issued by the New York State Office of Parks, Recreation and Historic Preservation for the Site Utility Improvements project at Moreau Lake State Park in Saratoga County. The project, identified as Contract D006386 and Project SA-ML-2024-001, involves utility improvements across the park. The addendum, dated August 29, 2025, provides clarifications and responses to multiple Requests for Information (RFIs) from contractors including Bellamy Construction Company, Wm. J Keller & Sons Construction Corp., and AFSCO Fence Co. The document includes details about pre-bid meeting minutes from August 26, 2025, guidance on handling cut trees (to remain in the park for firewood), and comprehensive responses to technical questions about utility locating, temporary fencing, compaction testing, water tank removal, and various installation details.

The addendum addresses multiple technical aspects of the project, including utility infrastructure, water system improvements, and site-specific construction requirements. Responses cover details such as well decommissioning, water tank demolition, path closures, erosion control, and specific installation methods for various park infrastructure components. The project appears to involve significant utility upgrades, including water main replacements, tank removals, and associated site work. The documents indicate careful consideration of environmental impacts, with specific instructions about minimizing disturbance to existing site conditions and adhering to protected area guidelines. The project seems to be funded through New York State Parks, with oversight from the Hudson Valley Capital District region.

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Other files for this state and local contract opportunity

Other files attached to Site Utility Improvements, newest first.
File	Type	Posted
D006386 NTB.pdf	PDF	Aug 12, 2025
D006386 Addendum 02.pdf	PDF	Aug 12, 2025
D006386 Bid Summary.pdf	PDF	Aug 12, 2025

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Hudson Valley KATHY HOCHUL RANDY SIMONS

Capital District Governor Commissioner Pro Tempore

New York State Office of Parks, Recreation and Historic Preservation – Hudson Valley Capital District

Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100

Palisades Region • 3006 Seven Lakes Dr, Bear Mountain, NY 10911• (845) 786-2701

Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2000 www.parks.ny.gov

ADDENDUM NO. 1

August 29, 2025

PROJECT SA-ML-2024-001

CONTRACT D006386

Site Utility Improvements

Moreau Lake State Park, 605 Old Saratoga Road, Gansevoort, Saratoga County, NY

THIS ADDENDUM TO THE PLANS AND SPECIFICATIONS IS ISSUED TO MODIFY, EXPLAIN OR CORRECT

THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND IS HEREBY MADE A PART OF THE BIDDING

DOCUMENTS. PLEASE ATTACH THIS ADDENDUM TO THE BACK OF THE COVER SHEET OF THE

SPECIFICATIONS IN YOUR POSSESSION.

General Information:

IMPORTANT - Acknowledge receipt of all addenda on the Bid Form when submitting your bid.

1. Pre-Bid Meeting August 26, 2025, Minutes, Attendance List

2. Trees cut on site are to remain in the Park for firewood. Storage location will be provided at preconstruction meeting.

RFI (Requests For Information)

1. No. 1 (General) Bellamy Questions 1-11

a. See attached response

2. No. 2 (Utility Locate) Bellamy Questions 12-13

a. See attached response

3. No. 3 (Temporary Fencing) Bellamy Question 14

a. See attached response

4. No. 4 (Compaction) Bellamy Question 15

a. See attached response

5. No. 5 (Tank) Bellamy Questions 16-20

a. See attached response

6. No. 6 (Air Relief Valve) Bellamy Question 21

a. See attached response

7. No. 7 (Freestanding/dog bowl fountain & foot wash foundation) Bellamy Question 22

8. No. 1 (General Questions) Keller Question 1-6

a. See attached response

9. No. 1 (Fence at Dump Station) AFSCO Question 1

Elizabeth Mastrianni, PE

Hudson Valley District

OPR103 CAMM

NYS Office of Parks, Recreation and Historic Preservation Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

Question: Click below and enter text.

Answer: Click below and enter text.

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

PALM

ERTOWN

PAVILI

BATHHOUSE

NATURE

CENTER

BATHHOUSE

CONTRACT LIMIT LINE

015' 30'30'

10/21/20241

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

JDD

CEC

TES

JULY 2025

JMB

Sheet:Project Number:

MJ1814.13b

Sheet Title: Drawing Number:

Project Title:

SITE UTILITY IMPROVEMENTS

MOREAU LAKE STATE PARK

Project Location:

TOWN OF MOREAU

NEW YORK, 12801

Governor Kathy Hochul Commissioner Pro Tempore Randy Simons

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball-Chinian

Saratoga-Capital Region:

Seal and Signature

New York State Parks, Recreation and Historic Preservation

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

M.J. ENGINEERING, ARCHITECTURE,

LANDSCAPE ARCHITECTURE AND LAND

SURVEYING , PC

21 CORPORATE DR

CLIFTON PARK, NY 12065

Consultant

50% DRAFT DESIGN DEVELOPMENT

JADE STONE ENGINEERING

444 VANDUZEE ST

WATERTOWN, NY 13601

Consultant

11/05/20242 50% DESIGN DEVELOPMENT

3 90% DESIGN DEVELOPMENT 02/13/2025

4 SCWA / DOH APPLICATIONS 03/20/2025

5 100% CONSTRUCTION DOCUMENTS 05/01/2025

6 SARATOGA COUNTY DOH 06/19/2025

7 TOWN OF MOREAU SEPTIC APPLICATIONS 07/18/2025

C-115

REMOVALS PLAN

BATHHOUSE AND TANK

SITE AREA

C H

- S

T C

-1

PAVEMENT AND SIDEWALK REMOVAL NOTES:

KEY PLAN

NOT TO SCALE

TANK SITE

BATHHOUSE

LAKESIDE

TRAIL

LAKESHORE

COTTAGE

WARMING HUT

BAY AREA

PARK OFFICE

DUMP

STATION

WELL NO. 1 REMOVAL PLAN3

BATHHOUSE AREA1 TANK SITE AREA2

GENERAL REMOVAL NOTES:

LEGEND:

8 BELLAMY RFI REQUEST #5 08/29/2025

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ASPHALT PARKING

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LANDSCAPE

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SAN. MH 8 RIM=347.04 TOP OF VERT. 12" CIP=343.28 TOP OF VERT. 12" CIP=343.28

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SAN. MH 9 RIM=347.14 TOP OF VERT. 12" CIP=343.34

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SAN. MH 6 RIM=347.17 TOP OF VERT. 6" CIP=343.72

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SAN. MH 7 RIM=347.13 TOP OF VERT. 6" CIP=343.77

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BIKE RACK

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BENCHMARK 3: DOCK SPIKE IN 18" TREE ELEV.=349.10

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"WILDLIFE INFO"

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10" HDPE INV.=342.22

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10" HDPE INV.=342.30

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10" HDPE INV.=343.10

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10" HDPE INV.=343.41

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STORM MH 1 RIM=348.06 INV.(A)=343.08, 24" HDPE INV.(B)=343.08, 24" HDPE

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24" HDPE INV.=349.44

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WATER MH. RIM=349.21

AutoCAD SHX Text SAN MH. 2 RIM=347.86 TOP OF PIPE(A)=343.76, 4" PVC TOP OF PIPE(B)=343.76, 4" PVC TOP OF PIPE(C)=343.92, 4" PVC

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SAN MH. 3 RIM=347.78 TOP OF PIPE(A)=344.08, 4" PVC INV.(B)=343.16, 4" CIP

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SAN MH. 4 RIM=347.71 INV.=344.08, 4" CIP

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SAN MH. 5 RIM=347.00 UNABLE TO OPEN

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ROCK OUTCROP

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WELL #1

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USGS MONITORING WELL (WELL #4)

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REMOVE WATER LINE TO EXTENTS SHOWN.

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REMOVE WATER LINE TO WATER SPIGOT AT VOLLEYBALL COURTS

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REMOVE WATER LINE TO 2' OUTSIDE RESTROOM BUILDING

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REMOVE WATER LINE TO EXTENTS SHOWN AND CAP AT END

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REMOVE WATER FOUNTAIN AND SPIGOT

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REMOVE SEPTIC TANK

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REMOVE SIGN AND SALVAGE FOR REINSTALLATION.

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REMOVE AREA DRAINS

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REMOVE FOOTWASH STATION AND ASSOCIATED PIPING/VALVES. CAP WATER LINE TO REMAIN.

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REMOVE TREE

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REMOVE CONCRETE PARKING BUMPERS AND SALVAGE FOR REINSTALLATION.

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

AutoCAD SHX Text CUT EXISTING WATER PIPE, FILL PIPE TO REMAIN WITH CONCRETE AND CAP AT END, DETAIL 8/C-501

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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REMOVE CONCRETE SIDEWALK TO NEAREST JOINT

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FIBER ROLL, TYP. DETAIL 9/C-506

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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REMOVE PUMPS AND DECOMMISSION WELL #1. SEE DETAIL 3/C-115.

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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FIBER ROLL, TYP. DETAIL 9/C-506

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REMOVE WATER SPIGOT AT VOLLEYBALL COURTS. (APPROXIMATE LOCATION)

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FULL DEPTH ASPHALT REMOVAL, SAWCUT PAVEMENT IN STRAIGHT LINES

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CLEARING LIMITS

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TREE PROTECTION, TYP. DETAIL 4,5/C-506

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FIBER ROLL, TYP. DETAIL 9/C-506

AutoCAD SHX Text CUT EXISTING WATER PIPE, FILL PIPE TO REMAIN WITH CONCRETE AND CAP AT END, DETAIL 8/C-501

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GRASS

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MIXED WOODS

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MIXED WOODS

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DIRT TRAIL

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BENCHMARK 1: DOCK SPIKE IN 30" TREE ELEV.=459.15

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6' WATER TANK

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WATER TANK

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3" PVC

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3" PVC

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(RECORD)

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CB59

AutoCAD SHX Text N:1606188.5093 E:701309.2886

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CB60

AutoCAD SHX Text N:1606335.6814 E:701318.4180

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AutoCAD SHX Text REMOVE AND DECOMMISSION 50,000 GALLON STEEL WATER STORAGE TANK AND 5,000 GALLON POLYETHYLENE WATER TANK. REMOVE TANKS FROM SITE. CONCRETE FOUNDATION TO REMAIN. REFER TO RECORD DRAWINGS SHOWN ON C-507

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REMOVE 3" PVC WATER LINE RUNNING FROM PUMP HOUSE UP TO WATER TANK.

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REMOVE WATER LINE TO EXTENTS SHOWN AND CAP AT END

AutoCAD SHX Text REMOVE ALL EXISTING WATER PIPING AND ELECTRICAL CONDUIT. RECIRCULATION PUMP AND CHLORINATION EQUIPMENT TO BE TURNED OVER TO THE OWNER

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MERIDIAN OF WEST LONGITUDE

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TRUE NORTH AT THE 74%%D30'

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MERIDIAN OF WEST LONGITUDE

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TRUE NORTH AT THE 74%%D30'

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1. FOR ASPHALT AND SUBBASE REMOVALS, ASSUME 4 INCHES OF FOR ASPHALT AND SUBBASE REMOVALS, ASSUME 4 INCHES OF ASPHALT AND 12 INCHES OF SUBBASE. FOR CONCRETE SIDEWALK AND SUBBASE REMOVALS, ASSUME 6 INCHES OF REINFORCED CONCRETE AND 6 INCHES OF SUBBASE. 2. THE REMOVAL OF THESE MATERIALS PLUS ADDITIONAL EXCAVATIONS THE REMOVAL OF THESE MATERIALS PLUS ADDITIONAL EXCAVATIONS TO THE REQUIRED DEPTH ARE CONSIDERED UNCLASSIFIED EXCAVATION MATERIALS. 3. THE CONTRACTOR, AT THEIR OWN RISK, MAY RECYCLE ON-SITE THE CONTRACTOR, AT THEIR OWN RISK, MAY RECYCLE ON-SITE MATERIALS FOR USE ON THE PROJECT IF IT MEETS THE SPECIFICATIONS FOR THAT MATERIAL. THE BID PRICE WILL BE BASED UPON THE REMOVAL AND DISPOSAL OF THE UNCLASSIFIED EXCAVATION MATERIALS FOR PLACEMENT OF NEW PAVEMENT AND SIDEWALK SECTIONS, INCLUSIVE OF SUBBASE MATERIALS.

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SCALE:

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1. ALL EXISTING WATER PIPING AND ELECTRICAL CONDUIT TO EQUIPMENT ALL EXISTING WATER PIPING AND ELECTRICAL CONDUIT TO EQUIPMENT TO BE REMOVED. 2. ALL EQUIPMENT TO BE TURNED OVER TO THE OWNER. ALL EQUIPMENT TO BE TURNED OVER TO THE OWNER. 3. PUMP TO BE REMOVED FROM CASING AND TURNED OVER TO OWNER,. PUMP TO BE REMOVED FROM CASING AND TURNED OVER TO OWNER,. 4. 4. CUT WELL CASING 2 FEET BELOW FINISHED FLOOR. REMOVE 4. CUT WELL CASING 2 FEET BELOW FINISHED FLOOR. REMOVE CUT WELL CASING 2 FEET BELOW FINISHED FLOOR. REMOVE CONCRETE FLOOR AS REQUIRED. SEAL REMAINING WELL CASING IN PLACE AND RESTORE AS REQUIRED. 5. UPON COMPLETION OF THE WELL DECOMMISSIONING. THE CONTRACTOR UPON COMPLETION OF THE WELL DECOMMISSIONING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND FILING A WATER WELL ABANDONMENT AND DECOMMISSIONING REPORT TO THE NEW YORK STATE DEPT OF CONSERVATION.

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REMOVE MISC EQUIPMENT AND PIPING

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ELECTRICAL EQUIPMENT AND PUMP CONTROLS

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REMOVE BULK CHEMICAL TANK

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1. SEE SHEETS C-110 TO C-115 FOR WATER UTILITY REMOVALS. SEE SHEETS C-110 TO C-115 FOR WATER UTILITY REMOVALS. SEE SHEET C-140 FOR DUMP STATION REMOVAL PLAN.

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1. REFER TO SHEET C-001 FOR EXISTING AND PROPOSED LEGENDSREFER TO SHEET C-001 FOR EXISTING AND PROPOSED LEGENDS

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

NOTES:

WATER MAIN OFFSET 3

NO. OF TIE RODS

REQUIRED

TIE RODS

RETAINER CLAMPSRETAINER GLAND

ANCHORING PIPE

NOTES:

THRUST RESTRAINT OPTIONS2

WATER METER/DOUBLE CHECK VALVE ENCLOSURE5

NOTES:

DRY WELL @ WATER DRAINS

AND FOOTWASH STATIONS4

PLAN

ELEVATION

10/21/20241

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

JDD

CEC

TES

JULY 2025

JMB

Sheet:Project Number:

MJ1814.13b

Sheet Title: Drawing Number:

Project Title:

SITE UTILITY IMPROVEMENTS

MOREAU LAKE STATE PARK

Project Location:

TOWN OF MOREAU

NEW YORK, 12801

Governor Kathy Hochul Commissioner Pro Tempore Randy Simons

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball-Chinian

Saratoga-Capital Region:

Seal and Signature

New York State Parks, Recreation and Historic Preservation

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

M.J. ENGINEERING, ARCHITECTURE,

LANDSCAPE ARCHITECTURE AND LAND

SURVEYING , PC

21 CORPORATE DR

CLIFTON PARK, NY 12065

Consultant

50% DRAFT DESIGN DEVELOPMENT

JADE STONE ENGINEERING

444 VANDUZEE ST

WATERTOWN, NY 13601

Consultant

11/05/20242 50% DESIGN DEVELOPMENT

3 90% DESIGN DEVELOPMENT 02/13/2025

4 SCWA / DOH APPLICATIONS 03/20/2025

5 100% CONSTRUCTION DOCUMENTS 05/01/2025

6 SARATOGA COUNTY DOH 06/19/2025

7 TOWN OF MOREAU SEPTIC APPLICATIONS 07/18/2025

WATER SYSTEM

DETAILS

C-503

AIR RELEASE VALVE VAULT1

8 BELLAMY RFI REQUEST #6 08/29/2025

AutoCAD SHX Text 1'-6"

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COMPACTED SUBGRADE

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PROPOSED SANITARY SEWER MAIN

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FILL

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WATER MAIN

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FINISHED GRADE

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PIPE BEDDING

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45° ELBOW, TYP.

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1. WHEN SEWER ELEVATION CANNOT VARY TO MEET ABOVE REQUIREMENTS, RELOCATE THE WATER MAIN TO PROVIDE REQUIRED WHEN SEWER ELEVATION CANNOT VARY TO MEET ABOVE REQUIREMENTS, RELOCATE THE WATER MAIN TO PROVIDE REQUIRED SEPARATION. 2. WHEN IMPOSSIBLE TO OBTAIN INDICATED VERTICAL SEPARATION NOTED ABOVE, DEVIATIONS MAY BE PERMITTED IN ACCORDANCE WITH WHEN IMPOSSIBLE TO OBTAIN INDICATED VERTICAL SEPARATION NOTED ABOVE, DEVIATIONS MAY BE PERMITTED IN ACCORDANCE WITH THE MOST CURRENT VERSION OF RECOMMENDED STANDARDS FOR WATERWORKS AND RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, AND WITH APPROVAL FROM THE ENGINEER.

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NEW SDR11 SANITARY SEWER

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NEW SDR11 SANITARY SEWER

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NEW MJ-45° BENDTHRUST BLOCK, TYP.

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NEW TRANSACTION COUPLING, TYP.

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PREFERRED FOR HYD INSTALLATION

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MANUFACTURED BY STAR SUPPLY CORP OR APP EQUAL, HIGH-STRENGTH CORTEN

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PIPE SIZE (IN)

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MIN NO. OF 3/4" RODS

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PIPE

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MJ RETAINER GLAND

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SET SCREW, 75 FE-LBS TORQUE

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TIE RODS

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RETAINER CLAMPS

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BOLTS

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NUT

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RETAINER WASHER

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TIE RODS

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TIE BOLT

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FLAT WASHER

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ROTO-RING GLAND (HYD END)

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GLAND RESTRAINT

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MJ ANCHORING PIPE

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FIXED GLAND

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1. APPLIES TO 5/8" RODS AS WELL. APPLIES TO 5/8" RODS AS WELL. 2. MINIMUM NO. OF 1" RODS.MINIMUM NO. OF 1" RODS.

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AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 15'-6"

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6" LEAD-FREE DOUBLE CHECK VALVE ASSEMBLY WITH OSY VALVES

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FLOW

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FLOW

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1. REFER TO ELECTRICAL CALLOUTS ON E-XXX REFER TO ELECTRICAL CALLOUTS ON E-XXX FOR POWER CONNECTION TO THE WATER METER/BACKFLOW PREVENTER ENCLOSURE. 2. PROVIDE ACCESS HATCH GLOBAL INDUSTRIAL PROVIDE ACCESS HATCH GLOBAL INDUSTRIAL GLOBAL INDUSTRIAL MANUFACTURER PART #: JD-2AL (MODEL #WBB985997) OR APPROVED EQUAL, , DESIGNED FOR H-20 VEHICULAR LOADING.

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6" CL52 DIP

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PIPE PENETRATION SEAL

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6" WATTS DOUBLE CHECK ASSEMBLY MODEL 774-OSY 6

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PIPE SUPPORTS (TYP.)

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6" DR11 HDPE

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6" OS&Y GATE VALVE (TYP.)

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6" RESTRAINED MJ ADAPTER, TYP.

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6" MECHANICAL TURBINE FLOW METER

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6" NRS GATE VALVE WITH HANDWHEEL FACING TOWARD EXTERIOR WALL (TYP. 2)

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BUTYL SEALANT AT JOINT

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PRECAST CONCRETE VAULT CONFORMS TO ASTM C857 & C858.

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ELECTRIC LIGHT AND SMALL UNIT HEATER

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54"X54" INSULATED ACCESS HATCH OR FRAME AND COVER. SEE NOTE 2.

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LADDER WITH SAFETY EXTENSION

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SLOPE SLAB TOWARDS DRAIN

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FLOW

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FLOW

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1. PROVIDE PRECAST TOP SLAB OPENING WITH A SIZE PROVIDE PRECAST TOP SLAB OPENING WITH A SIZE PRECAST TOP SLAB OPENING WITH A SIZE PRECAST TOP SLAB OPENING WITH A SIZE TOP SLAB OPENING WITH A SIZE TOP SLAB OPENING WITH A SIZE SLAB OPENING WITH A SIZE SLAB OPENING WITH A SIZE OPENING WITH A SIZE OPENING WITH A SIZE WITH A SIZE WITH A SIZE A SIZE A SIZE SIZE SIZE EQUAL TO OR GREATER THAN COVER DIAMETER. 2. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" USING SELECT BACKFILL, COMPACTED IN 6" USING SELECT BACKFILL, COMPACTED IN 6" SELECT BACKFILL, COMPACTED IN 6" SELECT BACKFILL, COMPACTED IN 6" BACKFILL, COMPACTED IN 6" BACKFILL, COMPACTED IN 6" COMPACTED IN 6" COMPACTED IN 6" IN 6" IN 6" 6" 6" LIFTS.

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GROUND WATER

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FINISH GRADE

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3'-0" MIN.

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8" MIN

AutoCAD SHX Text "D"

AutoCAD SHX Text 12"

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12" MIN

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AutoCAD SHX Text REINFORCED CONCRETE DRYWELL, DEPTH PROVIDED IN INCREMENTS OF 2'-6" MIN. BARREL SECTIONS

AutoCAD SHX Text CORED OR FORMED OPENING FILLED WITH NON-SHRINK GROUT WHEN CONNECTING PIPE SPECIFIED. REFER TO PLANS

AutoCAD SHX Text FRAME TO BE SET IN PORTLAND CEMENT MORTAR. GRADE RINGS USED TO ADJUST COVER TO REQUIRED ELEVATION

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NON-WOVEN GEOTEXTILE

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NO. 2 CRUSHED 2 CRUSHED STONE, WASHED

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HEAVY DUTY (H-20) ADA COMPLIANT FRAME AND GRATE

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1 1/2" DOUBLE BUTYL ROPE AS PRIMARY JOINT SEALER

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NON-SHRINK GROUT MORTAR

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CORED OR FORMED OPENING FILLED WITH NON-SHRINK GROUT, TYP.

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STORM SEWER OR WATER EXTENDS INTO MANHOLE, MIN. 2"

AutoCAD SHX Text STORM SEWER OR WATER PIPE. PLACE FIRST COUPLER 18" MIN FROM WALL OR ENCASE IN FLOWABLE FILL

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6" NRS GATE VALVE WITH HANDWHEEL FACING TOWARD EXTERIOR WALL (TYP. 2)

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ELECTRIC LIGHT AND SMALL UNIT HEATER

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SECTION HEIGHT "H"

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SIZE GALLONS

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DIAMETER "D"

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WALL THICKNESS "J"

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AutoCAD SHX Text 8'

AutoCAD SHX Text 3"

AutoCAD SHX Text 8'

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AutoCAD SHX Text 10'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4"

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DUPLEX STRAINER

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DUPLEX STRAINER

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DW-4

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DRYWELL ID

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DW-2

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DW-5

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AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

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DW-1

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AutoCAD SHX Text 6'

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DW-3

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6" MIN. NOMINAL SQUARE CEDAR POST

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INSTALL HOSE BIB AFTER DOUBLE CHECK VALVE FOR FUTURE GRAB SAMPLE USE.

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6" MECHANICAL TURBINE FLOW METER

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BADGER METER HR-RED METER READER IN ENCLOSURE. REFER TO SPECIFICATION 331100.

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BUTT FUSED MJ ADAPTER, FULLY RESTRAINED (TRANSITION FROM DIP TO HDPE)

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30" DIA. MANHOLE FRAME AND COVER

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1'X1'X6" (LXWXD) SUMP

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6" BUTT FUSED TRANSITION COUPLING, TYP.

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WATERTIGHT PIPE CONNECTOR, LINK SEAL OR APPROVED EQUAL (TYP.)

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2" COMBINATION AIR RELEASE VALVE

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2" 304 S.S. UNION, TYP.

AutoCAD SHX Text 30" DIAMETER MANHOLE FRAME AND COVER. FRAME TO BE SET FLUSH WITH GRADE AND THOROUGHLY BEDDED IN MORTAR

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ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REQUIRED

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5'X5' PRECAST VAULT STRUCTURE

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VAULT STEPS 12" O.C. (TYP.)

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TRACER WIRE, AS SPECIFIED

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WATERTIGHT PIPE CONNECTOR, LINK SEAL OR APPROVED EQUAL (TYP.)

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6" BUTT FUSED TRANSITION COUPLING, TYP. (DIP TO HDPE)

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6" CL52 DIP WATER MAIN

AutoCAD SHX Text 2" BLACK BUTYL JOINT MATERIAL. GROUT INSIDE AND OUTSIDE OF JOINT W/ NON-SHRINKING MORTAR (TYP.)

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2" COMBINATION AIR RELEASE VALVE

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2" FULL PORT BALL VALVE

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ELECTROFUSION SERVICE SADDLE, AS SPECIFIED

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4,000 PSI CONCRETE BENCH, SLOPE AT 1%

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1'X1'X6" (LXWXD) SUMP

AutoCAD SHX Text MINIMUM 12" COMPACTED CRUSHED STONE, GRANULAR FILL, WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC.

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2" INFLOW PREVENTER

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2" INFLOW PREVENTER

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SCALE:

N.T.S.

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

Saratoga/Capital District Region, Hudson Valley District

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Site Utility Improvements, Moreau Lake S.P. Contract No.:

Request From:

Reply Email Address:

Email Request to: Elizabeth Mastrianni/elizabeth.mastrianni@parks.ny.gov

Date:

Drawing No:

Request Number:

Spec Section No.:

Remarks:

ccaswell Text Box sprice Text Box GC can proceed with installing the rails directly onto the face of the posts using 1/2" Galvanized carriage bolts installed through the posts with washers and nuts in place of the steel plate install shown in detail 7 located on C-500. See attached for revised detail 7/C-500

PAVEMENT TRANSITION4

NOTES:

SAWCUT JOINT

X X X

PLAN

SECTION

NOTES:

EXPANSION JOINT CONSTRUCTION JOINT

CONTROL JOINT

CONCRETE SIDEWALK3

PLAN

SECTION

STONE LINED APRON END SECTIONS8

NOTES:

TRENCH SURFACE RESTORATION

IN ASPHALT PAVEMENT2

ASPHALT PAVEMENT SECTION1

NOTES:

PIPE CONNECTION TO DRAINAGE

STRUCTURE CEMENT GROUT SEAL JOINT10

SECTION

PLAN

STORM CATCH BASIN (ROUND)11

NOTES:

STORM

TYPICAL PIPE TRENCH AND BEDDING DETAIL12

TIMBER GUIDERAIL7

POST CONNECTION PLAN

NOTES:

SECTION

PLAN

POST CONNECTION ELEVATION

NOTES

CAST-IN-PLACE CONCRETE CURB5

NOTES:

PVC AREA DRAIN9

TOPSOIL, SEED AND MULCH6

NOTES:

FOUNTAIN PAD13

SITE DETAILS

10/21/20241

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

JDD

CEC

TES

JULY 2025

JMB

Sheet:Project Number:

MJ1814.13b

Sheet Title: Drawing Number:

Project Title:

SITE UTILITY IMPROVEMENTS

MOREAU LAKE STATE PARK

Project Location:

TOWN OF MOREAU

NEW YORK, 12801

Governor Kathy Hochul Commissioner Pro Tempore Randy Simons

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball-Chinian

Saratoga-Capital Region:

Seal and Signature

New York State Parks, Recreation and Historic Preservation

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

M.J. ENGINEERING, ARCHITECTURE,

LANDSCAPE ARCHITECTURE AND LAND

SURVEYING , PC

21 CORPORATE DR

CLIFTON PARK, NY 12065

Consultant

50% DRAFT DESIGN DEVELOPMENT

JADE STONE ENGINEERING

444 VANDUZEE ST

WATERTOWN, NY 13601

Consultant

11/05/20242 50% DESIGN DEVELOPMENT

3 90% DESIGN DEVELOPMENT 02/13/2025

4 SCWA / DOH APPLICATIONS 03/20/2025

5 100% CONSTRUCTION DOCUMENTS 05/01/2025

6 SARATOGA COUNTY DOH 06/19/2025

7 TOWN OF MOREAU SEPTIC APPLICATIONS 07/18/2025

C-500

8 AFSCO RFI REQUEST #1 08/29/2025

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SECTION

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NEW PAVEMENT

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FOR GRADE SEE PLAN

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FOR GRADE SEE PLAN

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EXISTING PAVEMENT

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SUBBASE

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SAWCUT EXISTING PAVEMENT & TACK COAT ALL EXISTING SURFACES

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SAWCUT EXISTING PAVEMENT

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SCARIFY AND REMOVE EXISTING PAVEMENT EQUIVALENT TO PROPOSED TOP COURSE THICKNESS

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1. APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE PAVEMENT LIFTS PRIOR TO PLACING MIXTURE PAVEMENT LIFTS PRIOR TO PLACING MIXTURE LIFTS PRIOR TO PLACING MIXTURE LIFTS PRIOR TO PLACING MIXTURE PRIOR TO PLACING MIXTURE PRIOR TO PLACING MIXTURE TO PLACING MIXTURE TO PLACING MIXTURE PLACING MIXTURE PLACING MIXTURE MIXTURE MIXTURE REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT 404-3.

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EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT FILLER AND SEALANT

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FIXED OBJECT OR EXISTING SIDEWALK

AutoCAD SHX Text SAWCUT (1/4"W x 3/4"DEEP)

AutoCAD SHX Text SAWCUT JOINT 5' MAX O.C EACH WAY. OR AS SHOWN ON PLANS (1/4"W x 3/4"DEEP)

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BROOM TEXTURED FINISH (TYP)

AutoCAD SHX Text SAWCUT JOINT (1/4"w x 3/4"DEEP)

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SEE PLAN FOR WIDTH

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AutoCAD SHX Text 5,000 PSI CONCRETE SIDEWALK, 1.5% CROSS SLOPE AND 4.5% RUNNING SLOPE OR AS NOTED ON PLANS

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TOPSOIL, SEED AND MULCH

AutoCAD SHX Text 6x6-W2.9xW2.9 W.W.F.

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20'MAX

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5'MAX

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TYPICAL SPACING FOR EXPANSION JOINT

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5'MAX

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5'MAX

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5'MAX

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EJ=EXPANSION JOINT CJ=CONTROL JOINT

AutoCAD SHX Text COMPACTED SUBGRADE OR COMPACTED SELECT GRANULAR FILL TO BRING SUBGRADE TO CORRECT GRADE.

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SUBBASE COURSE TYPE 2

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CONTROL JOINTS 5'MAX 5'MAX O.C. EACH WAY

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1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2023, AND ALL ADDENDA THERETO. 2. ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. 4. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS INDICATED ON PLANS. 5. EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH "SUREBOND"/"SAFEBOND" SB-7000 INTENSIFIER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL. RATE AND METHOD OF APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE ABOVE SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE ABOVE REFERENCED NYSDOT STANDARD. 7. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN ACCORDANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS.

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STORM SEWER

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MAX.

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STORM SEWER

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SCALE:

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STONE FILLING MEETING NYSDOT STANDARD SPECIFICATIONS SECTION 620 (SEE TABLE A)

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BEDDING MATERIAL MEETING NYSDOT STANDARD SPECIFICATION SECTION 620

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STONE FILLING MEETING NYSDOT STANDARD SPECIFICATIONS SECTION 620 (SEE TABLE A)

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FILTER FABRIC

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STONE APRON SIZING REQUIREMENT

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CULVERT DIA. (D)

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CULVERT SLOPE, %

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STONE FILLING APRON MATERIAL

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MINIMUM APRON THICKNESS (IN)

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AutoCAD SHX Text < 8 8-10

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LIGHT MEDIUM

AutoCAD SHX Text 18 24

AutoCAD SHX Text 10 10

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EACH SIDE (TYP.)

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LIMITS OF TRENCH

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LIMITS OF TRENCH

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LIMITS OF TRENCH

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LIMITS OF TRENCH

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SAW CUT EDGES OF PAVEMENT, APPLY TACK COAT

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ASPHALT PAVEMENT, SEE DETAIL X/C-5XX

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1. SAW CUT AS INDICATED, 18" BEYOND EXCAVATION. SAW CUT AS INDICATED, 18" BEYOND EXCAVATION. 2. FURNISH, PLACE AND COMPACT SURFACE. FURNISH, PLACE AND COMPACT SURFACE. 3. TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION. TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION. 4. FURNISH AND PLACE ASPHALT CONCRETE PAVEMENT AS SPECIFIED.FURNISH AND PLACE ASPHALT CONCRETE PAVEMENT AS SPECIFIED.

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AutoCAD SHX Text 1 " 12.5 MM F3 TOP COURSE 80 12" 12.5 MM F3 TOP COURSE 80 12.5 MM F3 TOP COURSE 80 SERIES COMPACTION (TYP.)

AutoCAD SHX Text 3" 25.0 MM F9 BINDER COURSE 80 " 25.0 MM F9 BINDER COURSE 80 25.0 MM F9 BINDER COURSE 80 SERIES COMPACTION (TYP.)

AutoCAD SHX Text 12" SUBBASE COURSE MATERIAL CONFORMING WITH NYSDOT SUBBASE COURSE TYPE 2. COMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR ANALYSIS.

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MIRAFI 500X GEOTEXTILE FABRIC APPROVED EQUIVALENT

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PROOF ROLLED SUBGRADE, OR COMPACTED SELECT GRANULAR FILL

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1. APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING ALL PAVEMENT LIFTS PRIOR TO PLACING ALL PAVEMENT LIFTS PRIOR TO PLACING PAVEMENT LIFTS PRIOR TO PLACING PAVEMENT LIFTS PRIOR TO PLACING LIFTS PRIOR TO PLACING LIFTS PRIOR TO PLACING PRIOR TO PLACING PRIOR TO PLACING TO PLACING TO PLACING PLACING PLACING MIXTURE REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT OF TIME PERIOD BETWEEN LIFTS PER NYS DOT OF TIME PERIOD BETWEEN LIFTS PER NYS DOT TIME PERIOD BETWEEN LIFTS PER NYS DOT TIME PERIOD BETWEEN LIFTS PER NYS DOT PERIOD BETWEEN LIFTS PER NYS DOT PERIOD BETWEEN LIFTS PER NYS DOT BETWEEN LIFTS PER NYS DOT BETWEEN LIFTS PER NYS DOT LIFTS PER NYS DOT LIFTS PER NYS DOT PER NYS DOT PER NYS DOT NYS DOT NYS DOT DOT DOT 404-3. 2. REFER TO SPECIFICATION SECTION 321216 FOR PAVEMENT MATERIAL REQUIREMENTS.

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INVERT

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3" MAX.

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OVERSIZE HOLE

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HDPE PIPE

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PRECAST CONCRETE BASE SECTION

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TOP OF BASE SLAB

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2" MAX. PROJECTION INTO MANHOLE AT PIPE SPRINGLINE

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NON-SHRINK CEMENT GROUT (USE BONDING AGENT IF REQ'D)

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INSIDE FACE OF STRUCTURE

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CHECK CATCH BASIN DETAIL FOR REQUIRED SUMP

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FINISHED GRADE

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24" MAX.

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1. PROVIDE PRECAST TOP SLAB OPENING DIMENSION EQUAL TO OR GREATER THAN GRATE DIMENSIONS. PROVIDE PRECAST TOP SLAB OPENING DIMENSION EQUAL TO OR GREATER THAN GRATE DIMENSIONS. 2. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 3. PROVIDE 12" SUMPS.PROVIDE 12" SUMPS.

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48" DIA. MIN., SEE PLANS

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12" MIN.

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12" MIN.

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UNDISTURBED SUBGRADE

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COMPACTED CRUSHED STONE, MIX OF NO. 1 AND 2 STONE TO SPRING LINE OF HIGHEST PIPE

AutoCAD SHX Text CORED OR FORMED OPENING FILLED WITH NON-SHRINK GROUT. APPLY WATERPROOFING INSIDE AND OUT OVER GROUTED OPENING. EXTEND WATER PROOFING 12" BEYOND CORE

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CORED OR FORMED OPENING FILLED WITH NON-SHRINK GROUT

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NON-SHRINK GROUT MORTAR

AutoCAD SHX Text SET MANHOLE FRAME IN PORTLAND CEMENT MORTAR. USE GRADE RINGS TO ADJUST COVER TO REQUIRED ELEVATION

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COMPACTED SELECT FILL TO BOTTOM OF PAVEMENT SUBGRADE

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UNDERDRAIN CONNECTION (WHEN AND WHERE SHOWN ON PLANS)

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PRECAST TOP SLAB, OPENING SIZE EQUAL TO OR GREATER THAN GRATE DIAMETER

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POLYPROPYLENE STEPS

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HEAVY DUTY (H-20) ADA COMPLIANT FRAME AND GRATE

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PRECAST CONCRETE STRUCTURE

AutoCAD SHX Text STORM SEWER PIPE, TYP. PLACE FIRST COUPLER 18" MIN. FROM WALL OR ENCASE IN FLOWABLE FILL

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STORM SEWER EXTENDS INTO MANHOLE, MIN. 2"

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TRENCH BACKFILL

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DETECTABLE WARNING TAPE (SEE NOTE 3)

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LAWN RESTORATION

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UNDISTURBED SOIL OR ROCK

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TRENCH SHORING BOX (TYP.)

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HDPE STORM SEWER

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1. D=OUTSIDE PIPE DIAMETER. D=OUTSIDE PIPE DIAMETER. 2. ON-SITE EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF ON-SITE EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF MATERIAL MAY BE USED FOR TRENCH BACKFILL IF MATERIAL MAY BE USED FOR TRENCH BACKFILL IF MAY BE USED FOR TRENCH BACKFILL IF MAY BE USED FOR TRENCH BACKFILL IF BE USED FOR TRENCH BACKFILL IF BE USED FOR TRENCH BACKFILL IF USED FOR TRENCH BACKFILL IF USED FOR TRENCH BACKFILL IF FOR TRENCH BACKFILL IF FOR TRENCH BACKFILL IF TRENCH BACKFILL IF TRENCH BACKFILL IF BACKFILL IF BACKFILL IF IF IF MEETING THE REQUIREMENTS OF SELECT FILL MATERIAL. 3.

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File details come from the government source that posted it. Updated Sep 15, 2025.