2026-06-15_CC_Frisco_Hydronic_Loop_Upgrades_IFC_Drawings_-_rev1.pdf

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Attached to
Frisco Campus Chilled and Heating Water Loop Extension
Solicitation number
FY2026-CSP-059
Issued by
Collin County, Texas

About this file

Written by GovTribe AI ·

This document comprises 100% Issue for Construction drawings dated June 15, 2026, for the Underground Chilled and Heating Water Piping Upgrades project at Collin College's Frisco Campus located at 9700 Wade Boulevard, Frisco, Texas 75035. The project involves the installation of underground hydronic piping systems to extend chilled and heating water loops throughout the campus, serving multiple buildings including the Library, LRC, Alumni Hall, Heritage Hall, IT Center, Conference Center, Building J, Dance Studio, and Music Studio. The scope of work encompasses civil, landscape, and mechanical/electrical components, including paving removal and replacement, grading and drainage modifications, erosion control measures, tree preservation and removal, hardscape restoration, and detailed mechanical piping installations with multiple pipe sizes ranging from 1.25 inches to 16 inches in diameter. The drawings consist of 27 sheets detailing paving plans, grading and drainage, erosion control, site details, landscape architecture elements, and mechanical systems prepared by RLK Engineering, Inc. of Allen, Texas.

The construction drawings specify that all materials and construction shall comply with City of Frisco standards and the North Central Texas Council of Governments specifications. The contractor is responsible for acquiring all applicable permits, including building permits and right-of-way permits, and must verify existing utility locations prior to excavation by contacting utility companies at least 48 hours in advance. Tree protection and mitigation requirements include preservation fencing for existing trees to remain and calculation of mitigation fees at $175.00 per caliper inch for trees removed; the Base Bid scenario requires a mitigation fee of $18,375.00 for 105 caliper inches of tree removal, while Alternate No. 1 involves root pruning with no mitigation fees. The project requires coordination with Collin College to maintain campus operations during normal business hours, with temporary shutdowns coordinated at least two weeks in advance, and the contractor must restore all disturbed areas to original condition or better at no additional cost to the owner.

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2026-06-15_CC_Frisco_Hydronic_Loop_Upgrades_IFC_Specifications.pdf PDF

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12222 Merit Dr

Suite 400

Dallas, TX 75251

TX Firm #F-2176

(972) 788-4222 Project

UNDERGROUND CHILLED AND HEATING WATER PIPING UPGRADES

9700 Wade Blvd. Frisco, TX 75035

COLLIN COLLEGE

FRISCO CAMPUS

26015-00

100% ISSUE FOR CONSTRUCTION 06/15/2026

100% ISSUE FOR CONSTRUCTION

06/15/2026

PROJECT SHEET LIST

SHEET NO. SHEET NAME SHEET ISSUE DATE

CIVIL

CP1.0 PAVING PLAN 06/15/2026

CG1.0 GRADING & DRAINAGE PLAN 06/15/2026

CEC1.0 EROSION CONTROL PLAN 06/15/2026

CEC2.0 EROSION CONTROL NOTES 06/15/2026

CEC3.0 EROSION CONTROL DETAILS 06/15/2026

CDT1.0 SITE DETAILS 06/15/2026

LANDSCAPE ARCHITECTURE

L1.0 TREE PRESERVATION PLAN SCHEDULES AND NOTES 06/15/2026

L1.1 TREE SURVEY / TREE PRESERVATION PLAN 06/15/2026

L1.2 TREE PRESERVATION DETAILS 06/15/2026

L2.1 HARDSCAPE PLAN 06/15/2026

L2.2 HARDSCAPE PAVING DETAILS 06/15/2026

L3.0 IRRIGATION LEGEND AND NOTES 06/15/2026

L3.1 IRRIGATION PLAN 06/15/2026

L3.2 IRRIGATION DETAILS 06/15/2026

L4.0 LANDSCAPE PLANTING SCHEDULES AND NOTES 06/15/2026

L4.1 LANDSCAPE PLANTING PLAN 06/15/2026

L4.2 LANDSCAPE ENLARGED PLANTING DETAILS 06/15/2026

L4.3 LANDSCAPE PLANTING DETAILS 06/15/2026

L4.4 LANDSCAPE PLANTING DETAILS 06/15/2026

MECHANICAL/ELECTRICAL

ME0.00 GENERAL NOTES, DETAILS, LEGEND, & SCHEDULE - ME 06/15/2026

ME1.01 REFERENCE SITE PLAN - ME 06/15/2026

ME2.01 ENLARGED SITE PLAN - ME 06/15/2026

MECHANICAL

M2.01 ENLARGED SITE DEMOLITION PLAN - MECHANICAL 06/15/2026

M2.02 ENLARGED SITE PLAN - MECHANICAL EXPANSION LOOPS 06/15/2026

M3.01 ENLARGED PLANS AND 3D VIEWS - MECHANICAL 06/15/2026

M4.01 DETAILS - MECHANICAL 06/15/2026

M4.02 DETAILS - MECHANICAL 06/15/2026

Grand total: 27

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TRUE

NORTH

SCOPE OF WORK

PROJECT ISSUANCES:

DESCRIPTION DATE

ARCHITECTURAL BARRIERS PROJECT / TDLR:

ARCHITECTURAL BARRIERS PROJECT NUMBER: TABS2026016338

GENERAL NOTE:

CONTRACTOR TO ACQUIRE ALL APPLICABLE PERMITS FOR THE PROJECT.

RWB UNDERSTANDS THE CITY OF FRISCO WILL REQUIRE A BUILDING PERMIT & RIGHT OF WAY

PERMIT TO EXECUTE PROJECT SCOPE OF WORK.

X

X X X

X

X

X

X

X

X

X

X

X

X

E

E

E

NO PARKING

NO PARKING

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHR (E)

6" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

10" HWR (E)

10" HWS (E)

16" CHR (E)

16" CHS (E)

6" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHS (E)

6" CHR (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

LIBRARY

LRC

ALUMNI HALL

HERITAGE

HALL

IT CENTER

HEALTH SCIENCE BUILDING

(FUTURE)

CONERENCE

CENTER

BUILDING J

DANCE

STUDIO

6" HWR (E)

6" HWS (E)

10" CHR (E)

10" CHS (E)

EXISTING VALVE VAULT

MUSIC

STUDIO

2" HWR (E)

2" HWS (E)

2 1/2" CHR (E)

2 1/2" CHS (E)

1 1/4" HWR (E)

1 1/4" HWS (E)

1 1/2" CHR (E)

1 1/2" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

EXISTING VALVE VAULT

EXISTING VALVE VAULT

EXISTING VALVE VAULT

16" CHS (E)

16" CHR (E)

6" CHS (E)

3" HWR (E)

3" HWS (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

12" CHS

12" CHR

8" HWS

8" HWR

EXISTING VALVE VAULT

10" HWR (E)

IT CENTER

COURTYARD

EXISTING VALVE VAULT

14" CHS

14" CHR

10" HWS

10" HWR

Remove And Replace

Vehicular Pavement Panels

From Joint To Joint. Partial

Panel Removal Not Allowed

(Typ.)

Remove And Replace

Pedestrian Pavement

Panels From Joint To Joint.

Partial Panel Removal Not

Allowed (Typ.)

Remove And Replace

Pedestrian Pavement Panels

From Joint To Joint. Partial

Panel Removal Not Allowed

(Typ.)

Alternate No. 1 - Pavement

Removal And Replacement.

Full Depth Saw-Cut. Construct

Longitudinal Butt-Joint.

Remove & Replace Concrete.

Match Expansion and Sawed

Control Joint Locations, Restripe Firelane (Typ.)

Full Depth Saw-Cut. Construct

Longitudinal Butt-Joint.

Remove & Replace Concrete.

Match Expansion and Sawed

Control Joint Locations. (Typ.)

Alternate No. 1- Proposed

Hydronic Piping (Ref. M.E.P.)

Proposed Hydronic

Piping (Ref. M.E.P.)

Proposed Hydronic

Piping (Ref. M.E.P.)

Remove and Reinstall Sign

Remove and Replace Pavestone Retaining

Wall and ADA Guard Rail As Required For

Construction.

Remove and Replace Pavestone Retaining

Wall and ADA Guard Rail As Required For

Construction.

Full Depth Saw-Cut. Construct

Longitudinal Butt-Joint.

Remove & Replace Concrete.

Match Expansion and Sawed

Control Joint Locations, Restripe Firelane (Typ.)

Remove & Replace Curb, Concrete, and Pavers.

Reference Landscape.

Remove & Replace Curb, Concrete, and Pavers.

Reference Landscape.

Remove And Replace

Vehicular Pavement

Panels From Joint To

Joint. Partial Panel

Removal Not Allowed.

Provide Scored and Rock

Salt Finish Concrete.

Reference Landscape.

DRAWN BY:

CHECKED BY:

SHEET NO.

REVISIONS

F I L E

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APPROVED BY:

12222 Merit Dr Suite 400 Dallas, TX 75251

TX Firm #F-2176

(972) 788-4222 Project

A u t o d e s k

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C o l l e g e

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C o n n e c t o r

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06/15/2026

RLK

26015-00

Texas Registration No. 579

RLK

RLK ENGINEERING, INC.

Allen, Texas 75013 111 West Main

(972) 359-1833 Fax

(972) 359-1733 Off

RLK

06-15-2026

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76831

RONNY KLINGBEIL

PAVING PLAN

CP1.0

PAVING NOTES

1. All materials and construction shall be in accordance with the City's Standard Specifications and Construction

Standards, and Standard Specifications for Public Works Construction prepared by North Central Texas

Council of Governments (Latest Revision).

2. Existing utilities are shown schematically and are for the contractor's guidance only. The location and/or elevation of existing utilities as shown on these plans are based on records of the various utility companies, and, where possible, measurements taken in the field. The contractor must call the appropriate utility company at least 48 hours prior to any excavation to request exact field location of utilities.

3. The contractor shall be responsible for protecting all existing improvements in the construction of this project.

The contractor is responsible for repairs of damage to any existing improvements during construction.

Repairs shall be equal to or better than condition prior to construction.

4. Fire lanes shall be striped in accordance with the City Standards.

9. See Site Details for Pavement Section Details.

LEGEND

Remove And Replace Pavement

With 7" High Early 3-Day 4000 PSI

Concrete Pavement Reinforced With

No. 4 Bars 18" O.C.E.W. Over 8"

Flex Base Material

Remove And Replace Pavement With

4" 3600 PSI Concrete Sidewalk Pavement

Expansion Joint (Match Existing Joints

Where Abutting Existing Pavement)

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CONCRETE

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WALL

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CONCRETE

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TRANSFORMERS

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COVERED

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CONCRETE

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CONCRETE

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2 STORY

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BRICK BUILDING

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BRICK BUILDING

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BRICK BUILDING

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2 STORY

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15" RCP

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12" CPP

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18" RCP

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CONCRETE

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FLUME

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CONSTRUCTION FENCE

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PLANTER

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AutoCAD SHX Text PROJECT BENCH MARK: "X" CUT ON TOP OF CURB ALONG THE SIDEWALK CURB LINE BY THE SOUTH HANDICAP PARKING SPOT AT THE SOUTHEAST CORNER OF THE PARKING GARAGE. ELEVATION=758.78'

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LOT 1R, BLOCK A

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REPLAT

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PRESTON RIDGE ADDITION

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VOLUME 2007, PAGE 678, P.R.C.C.T.

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COLLIN COUNTY COMMUNITY COLLEGE DISTRICT

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VOLUME 3238, PAGE 891

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24" RCP

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15" RCP

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12" PVC

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FDC

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AutoCAD SHX Text 25' Fire Lane &

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AutoCAD SHX Text Doc. No. 20191030001369850

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AutoCAD SHX Text Cab. 2021, Pg. 323

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AutoCAD SHX Text Cab. 2021, Pg. 323

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GRAPHIC SCALE

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EJ

X

X X X X

X

X

X X

X X

X X X X X X X X X X X X X

X X

X X

X X X X X

E

E

E

NO PARKING NO PARKING

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHR (E)

6" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

10" HWR (E)

10" HWS (E)

16" CHR (E)

16" CHS (E)

6" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHS (E)

6" CHR (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

LIBRARY

LRC

ALUMNI HALL

HERITAGE

HALL

IT CENTER

HEALTH SCIENCE BUILDING

(FUTURE)

CONERENCE

CENTER

BUILDING J

DANCE

STUDIO

6" HWR (E)

6" HWS (E)

10" CHR (E)

10" CHS (E)

EXISTING VALVE VAULT

MUSIC

STUDIO

2" HWR (E)

2" HWS (E)

2 1/2" CHR (E)

2 1/2" CHS (E)

1 1/4" HWR (E)

1 1/4" HWS (E)

1 1/2" CHR (E)

1 1/2" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

EXISTING VALVE VAULT

EXISTING VALVE VAULT

EXISTING VALVE VAULT

16" CHS (E)

16" CHR (E)

6" CHS (E)

3" HWR (E)

3" HWS (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

12" CHS

12" CHR

8" HWS

8" HWR

EXISTING VALVE VAULT

10" HWR (E)

IT CENTER

COURTYARD

EXISTING VALVE VAULT

14" CHS

14" CHR

10" HWS

10" HWR

Alternate No. 1- Proposed Hydronic Piping (Ref. M.E.P.)

Proposed Hydronic Piping (Ref. M.E.P.)

Proposed Hydronic Piping (Ref. M.E.P.)

Remove And Replace Existing Storm Sewer And Catch Basin As Required For Construction.

Restablish Existing Grades in all Disturbed Areas Upon Completion Of Hydronic Piping Installation. (Typ.)

Restablish Existing Grades in all Disturbed Areas Upon Completion Of Hydronic Piping Installation. (Typ.)

Restablish Existing Grades in all Disturbed Areas Upon Completion Of Hydronic Piping Installation. (Typ.)

DRAWN BY:

CHECKED BY:

SHEET NO.

REVISIONS

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APPROVED BY:

12222 Merit Dr Suite 400 Dallas, TX 75251

TX Firm #F-2176

(972) 788-4222 Project

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RLK

26015-00

Texas Registration No. 579

RLK

RLK ENGINEERING, INC.

Allen, Texas 75013 111 West Main

(972) 359-1833 Fax

(972) 359-1733 Off

RLK

06-15-2026

STATE OF TEXAS

PROFESS IONAL ENGIN

EE

R

LICE NSED

76831

RONNY KLINGBEIL

GRADING &

DRAINAGE PLAN

CG1.0

DRAINAGE NOTES:

1. All materials and construction shall be in accordance with these plans and the City's standards and specifications.

2. All storm sewer pipe 18" and larger shall be Class III RCP. All storm sewer pipe 15" and smaller shall be HDPE drainage pipe or approved equal, except where noted otherwise.

3. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth.

4. Concrete for inlets and drainage structures shall be 4200 psi at 28 days.

5. Construction shall begin at downstream end of project and continue upstream with pipe grooves facing upstream.

6. Contractor shall protect all public utilities in the construction of this project.

7. The location of all utilities indicated on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present.

8. If rock is encountered in the trench, rock spoil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be backfilled only with quality topsoil.

9. All trench backfill for storm sewer shall be compacted as required by City.

10. Use 4' joints with beveled ends if radius of storm sewer is less than 100 feet.

11. All Storm Sewer will be privately maintained.

12. HDPE connections to existing storm sewer shall be per manufacturer's specifications.

GRADING NOTES

1. All construction shall be in accordance with these plans and City of Frisco standards and specifications.

2. Prior to starting construction, the Contractor shall make certain that all required permits and approvals have been obtained. No construction or fabrication shall begin until the Contractor has received and thoroughly reviewed all plans and other documents approved by all of the permitting authorities.

3. Contractor shall meet O.S.H.A requirements for trench safety.

4. Barricading, traffic control, and project signs shall conform To Texas Department of Transportation.

5. The Contractor shall verify the suitability of all existing and proposed site conditions, including grades and dimensions before commencement of any construction. In the event of any conflict, and prior to commencement of any construction, immediately notify Engineer. Minor adjustments of finish grade to accomplish spot drainage are acceptable if necessary, upon prior approval of Engineer. All paving installed shall "flush out" at any juncture with existing paving.

6. The locations of underground utilities shown on this plan are based on field surveys and local utility company records. It shall be the Contractor's full responsibility to contact the various utility companies to locate their utilities prior to starting construction. Any damage to existing utilities is to be repaired at Contractor's expense.

7. All proposed grades in landscaped areas are finished grade elevations. Contractor to allow for seeding or sodding of these areas.

8. Any damage to adjoining property during construction shall be repaired to pre construction conditions or better at the expense of the Contractor.

9. Erosion control shall be in place prior to the disturbance of any existing surface.

10. All sidewalk and crosswalk slopes shall not exceed the following ADA requirements:

1:20 (5.0%) longitudinal (along the walk) 1:50 (2.0%) transverse (across the walk)

11. It shall be the Contractor's responsibility to remove excess earthwork material from the site at no additional cost to the owner.

12. If additional earthwork material is required to achieve the grades indicated, it shall be imported by the Contractor at no additional cost to the owner.

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PAVING STONES

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CONCRETE

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WALL

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CONCRETE

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WALL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PAVING STONES

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

TRANSFORMERS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

1 STORY

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

2 STORY

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" CPP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

CONSTRUCTION FENCE

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text 758.78'

AutoCAD SHX Text PROJECT BENCH MARK: "X" CUT ON TOP OF CURB ALONG THE SIDEWALK CURB LINE BY THE SOUTH HANDICAP PARKING SPOT AT THE SOUTHEAST CORNER OF THE PARKING GARAGE. ELEVATION=758.78'

AutoCAD SHX Text

LOT 1R, BLOCK A

AutoCAD SHX Text

REPLAT

AutoCAD SHX Text

PRESTON RIDGE ADDITION

AutoCAD SHX Text

VOLUME 2007, PAGE 678, P.R.C.C.T.

AutoCAD SHX Text

COLLIN COUNTY COMMUNITY COLLEGE DISTRICT

AutoCAD SHX Text

VOLUME 3238, PAGE 891

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text Ex.36"

AutoCAD SHX Text Ex.24"STM

AutoCAD SHX Text Ex.21"STM

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex.21"STM

AutoCAD SHX Text Ex.8"SS

AutoCAD SHX Text Ex.12"WTR

AutoCAD SHX Text

FDC

AutoCAD SHX Text 8" Fire

AutoCAD SHX Text 4" Domestic

AutoCAD SHX Text 1" Irrigation

AutoCAD SHX Text 8" Sanitary Sewer

AutoCAD SHX Text 8" Sanitary Sewer

AutoCAD SHX Text Private

AutoCAD SHX Text (Private)

AutoCAD SHX Text (Private)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text 25' Fire Lane &

AutoCAD SHX Text Access Easement

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 10'x10' Water Esmt.

AutoCAD SHX Text 15'x20' Water Esmt.

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 15' Electric Esmt.

AutoCAD SHX Text Cab. 2007, Pg. 678

AutoCAD SHX Text 10' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text 10' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 10'x10' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 10' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. 2010, Pg. 241

AutoCAD SHX Text Cab. 2010, Pg. 241

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 15' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text Easement

AutoCAD SHX Text Cab. 2011, Pg. 366

AutoCAD SHX Text 10'x20' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 15' Water

AutoCAD SHX Text Doc. No. 20191030001369850

AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 25' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text 10'x15' Water Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 10' Water Esmt.

AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text 10'x15' Water Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 15' Elec. Esmt

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1"=30'

X

X X X X

X

X

X X

X X

X X X X X X X X X X X X X

X X

X X

X X X X X

E

E

E

759758

NO PARKING NO PARKING

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHR (E)

6" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

10" HWR (E)

10" HWS (E)

16" CHR (E)

16" CHS (E)

6" CHR (E)

4" HWR (E)

4" HWS (E)

6" CHS (E)

6" CHR (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

LIBRARY

LRC

ALUMNI HALL

HERITAGE

HALL

IT CENTER

HEALTH SCIENCE BUILDING

(FUTURE)

CONERENCE

CENTER

BUILDING J

DANCE

STUDIO

6" HWR (E)

6" HWS (E)

10" CHR (E)

10" CHS (E)

EXISTING VALVE VAULT

MUSIC

STUDIO

2" HWR (E)

2" HWS (E)

2 1/2" CHR (E)

2 1/2" CHS (E)

1 1/4" HWR (E)

1 1/4" HWS (E)

1 1/2" CHR (E)

1 1/2" CHS (E)

10" CHS (E)

10" CHR (E)

6" HWS (E)

6" HWR (E)

EXISTING VALVE VAULT

EXISTING VALVE VAULT

EXISTING VALVE VAULT

16" CHS (E)

16" CHR (E)

6" CHS (E)

3" HWR (E)

3" HWS (E)

8" HWR (E)

8" HWS (E)

12" CHS (E)

12" CHR (E)

3" HWR (E)

3" HWS (E)

3" CHS (E)

3" CHR (E)

12" CHS

12" CHR

8" HWS

8" HWR

EXISTING VALVE VAULT

10" HWR (E)

IT CENTER

COURTYARD

EXISTING VALVE VAULT

14" CHS

14" CHR

10" HWS

10" HWR

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12222 Merit Dr Suite 400 Dallas, TX 75251

TX Firm #F-2176

(972) 788-4222 Project

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06/15/2026

RLK

26015-00

Texas Registration No. 579

RLK

RLK ENGINEERING, INC.

Allen, Texas 75013 111 West Main

(972) 359-1833 Fax

(972) 359-1733 Off

RLK

06-15-2026

STATE OF TEXAS

PROFESS IONAL ENGIN

EE

R

LICE NSED

76831

RONNY KLINGBEIL

EROSION CONTROL

PLAN

CEC1.0

5.

installation.

3.

2.

1.

4.

to final approval of the project.

site sedimentation. Periodic re-grading or the addition of site without first lowing through another BMP to control off wash down operation shall not be allowed to drain directly off pad must be washed down or replaced. Runoff from the or mud is being tracked onto a public roadway the aggregate sediment or mud has clogged the void spaces between stones to insure that the devices are functioning properly. When Inspections shall be made weekly and after rain storm events new stone may be required to maintain the efficiency of the control requirements for this project. This includes the install-of the project site, and must also comply with the erosion Off-site soil borrow and spoil areas are considered as part ation of BMPs to control offsite sedimentation and the estab-lishment of permanent ground cover on disturbed areas prior

Plan will be required to be revised and/or additional erosion

Engineer and the City of Frisco.

Changes are to be approved before construction by the design

All erosion control devices are to be installed in accordance prior to the start of land disturbing activities on the project.

Erosion control devices shown on this plan shall be installed with the approved plans and specifications for this project.

If the Erosion Control Plan as approved cannot control erosion

EROSION CONTROL NOTES

6.

7.

and any additional information required by the E.P.A.

Contractor shall be responsible for submittal of N.O.I., N.O.T.

Contractor shall comply with all E.P.A. storm water pollution prevention requirements.

Contractor shall control mud accumulation on all streets surrounding the project. No mud accumulation will be allowed in public streets.

8. Contractor shall determine location of washout pit at time of construction.

control devices will be required on site.

and off-site sedimentation from the project, the Erosion Control

EROSION CONTROL LEGEND

Silt Fence

Existing Contour

Proposed Contour

Inlet Protection

PHASE 1

Grading & DemolitionPHASE 2

Underground Utility InstallationPHASE 3

PHASE 5

Install Initial BMP's

PHASE 6 Remove Temporary BMP's

Establish Permanent Ground Cover

CONSTRUCTION SCHEDULE AND PHASING

Paving OperationsPHASE 4

AutoCAD SHX Text

HY

AutoCAD SHX Text

LOT 1R, BLOCK A

AutoCAD SHX Text

REPLAT

AutoCAD SHX Text

PRESTON RIDGE ADDITION

AutoCAD SHX Text

VOLUME 2007, PAGE 678, P.R.C.C.T.

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text Ex.36"

AutoCAD SHX Text Ex.24"STM

AutoCAD SHX Text Ex.21"STM

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex. 15"

AutoCAD SHX Text Ex.21"STM

AutoCAD SHX Text Ex.8"SS

AutoCAD SHX Text Ex.12"WTR

AutoCAD SHX Text

FDC

AutoCAD SHX Text 8" Fire

AutoCAD SHX Text 4" Domestic

AutoCAD SHX Text 1" Irrigation

AutoCAD SHX Text 8" Sanitary Sewer

AutoCAD SHX Text 8" Sanitary Sewer

AutoCAD SHX Text Private

AutoCAD SHX Text (Private)

AutoCAD SHX Text (Private)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 25' Fire Lane &

AutoCAD SHX Text Access Easement

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 10'x10' Water Esmt.

AutoCAD SHX Text 15'x20' Water Esmt.

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 15' Electric Esmt.

AutoCAD SHX Text Cab. 2007, Pg. 678

AutoCAD SHX Text 10' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text 10' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 10'x10' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 10' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text Cab. 2010, Pg. 241

AutoCAD SHX Text Cab. 2010, Pg. 241

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text 15' Water Esmt.

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 15' ONCOR Electric

AutoCAD SHX Text Delivery Co. LLC Esmt.

AutoCAD SHX Text Easement

AutoCAD SHX Text Cab. 2011, Pg. 366

AutoCAD SHX Text 10'x20' Water Esmt.

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 15' Water

AutoCAD SHX Text Doc. No. 20191030001369850

AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text 25' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text 10'x15' Water Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 10' Water Esmt.

AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text & Utility Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 24' Fire Lane, Access, AutoCAD SHX Text 10'x15' Water Easement

AutoCAD SHX Text Cab. 2021, Pg. 323

AutoCAD SHX Text 15' Elec. Esmt

AutoCAD SHX Text Cab. Q, Pg. 348

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SILT FENCE PROTECTION

AutoCAD SHX Text

SILT FENCE PROTECTION

AutoCAD SHX Text

SILT FENCE PROTECTION

AutoCAD SHX Text

DROP INLET PROTECTION

AutoCAD SHX Text

DROP INLET PROTECTION

DROP INLET PROTECTION

DRAWN BY:

CHECKED BY:

SHEET NO.

REVISIONS

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APPROVED BY:

12222 Merit Dr Suite 400 Dallas, TX 75251

TX Firm #F-2176

(972) 788-4222 Project

0'

-0

Au to de sk

D oc s:

//C ol lin

C ol le ge

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06/15/2026

RLK

26015-00

Texas Registration No. 579

RLK

RLK ENGINEERING, INC.

Allen, Texas 75013 111 West Main

(972) 359-1833 Fax

(972) 359-1733 Off

RLK

06-15-2026

STATE OF TEXAS

PROFESS IONAL ENGIN

EE

R

LICE NSED

76831

RONNY KLINGBEIL

EROSION CONTROL

NOTES

CEC2.0

AutoCAD SHX Text Provide a washout area with a minimum of 6 cubic feet of containment

AutoCAD SHX Text Concrete waste at construction sites comes in two forms; 1) excess fresh

AutoCAD SHX Text concrete mix including truck and equipment washing, and 2) concrete dust and

AutoCAD SHX Text to impact water quality through storm water runoff contact with the waste.

AutoCAD SHX Text A number of water quality parameters can be affected by introduction of

AutoCAD SHX Text concrete debris resulting from demolition and sawing. Both forms have the potential

AutoCAD SHX Text Concrete waste is present at most construction sites. This BMP should be

AutoCAD SHX Text concrete - especially fresh concrete. Concrete affects the pH of runoff, causing

AutoCAD SHX Text Suspended solids in the form of both cement and aggregate dust are also

AutoCAD SHX Text Educate drivers and operators on proper disposal and equipment cleaning

AutoCAD SHX Text Monitor weather and wind direction to ensure concrete dust is not entering

AutoCAD SHX Text This concrete waste management program is one part of a comprehensive

AutoCAD SHX Text Concrete disposal cost depends on availability and distance to suitable disposal

AutoCAD SHX Text worker safety issues pertinent to this practice. Safety issues should be

AutoCAD SHX Text practices.

AutoCAD SHX Text Minimal cost for training and monitoring.

AutoCAD SHX Text Potential for significant cost for containment procedures on large jobs.

AutoCAD SHX Text Sandblasting operations on structures known to contain hazardous materials

AutoCAD SHX Text Where hazardous materials are known or suspected, a site assessment and

AutoCAD SHX Text Potential for significant costs associated with cleanup, correction and

AutoCAD SHX Text require special procedures not specifically outlined above including

AutoCAD SHX Text Site specific solutions to sandblasting problems may be required.

AutoCAD SHX Text remediation plan may be necessary.

AutoCAD SHX Text professional hazardous waste specialists.

AutoCAD SHX Text remediation if containment occurs.

AutoCAD SHX Text

LIMITATIONS

AutoCAD SHX Text containment of sandblast grit.

AutoCAD SHX Text regulations regarding fugitive dust and hazardous waste from sandblast

AutoCAD SHX Text Instruct operators to recognize unfavorable weather conditions regarding

AutoCAD SHX Text Establish a continuing education program to indoctrinate new employees.

AutoCAD SHX Text Ensure that all sandblasting equipment as well as storage containers comply

AutoCAD SHX Text Refer to Hazardous Waste BMP fact sheet if sandblast grit is known or

AutoCAD SHX Text Sandblast media should always be stored under cover away from drainage

AutoCAD SHX Text Foreman and/or construction supervisor should monitor all sandblasting

AutoCAD SHX Text Education and awareness program for all employees regarding control of

AutoCAD SHX Text operation, personal protective equipment, fugitive dust control, record keeping

AutoCAD SHX Text sandblasting activities - instructions on material handling, proper equipment

AutoCAD SHX Text Operator and supervisor education program for those directly involved in

AutoCAD SHX Text Site-specific fugitive dust control and containment equipment.

AutoCAD SHX Text sandblasting and potential dangers to humans and the environment.

AutoCAD SHX Text Compliance by supervisors and workers.

AutoCAD SHX Text Proper sandblast equipment for the job.

AutoCAD SHX Text Site-specific fugitive dust control procedure.

AutoCAD SHX Text Have weekly meetings with operators to discuss and reinforce proper

AutoCAD SHX Text Instruct operators and supervisors on current local, state, and federal

AutoCAD SHX Text Capture and treat runoff which comes into contact with sandblasting

AutoCAD SHX Text Ensure that stored media or grit is not subject to transport by wind.

AutoCAD SHX Text Educate, and if necessary, discipline workers who violate procedures.

AutoCAD SHX Text Take all reasonable precautions to ensure that sandblast grit is not

AutoCAD SHX Text transported off-site or into drainage facilities.

AutoCAD SHX Text with local, state, and federal regulations.

AutoCAD SHX Text or suspected to contain hazardous components.

AutoCAD SHX Text Material Handling Recommendations

AutoCAD SHX Text activities and safety procedures.

AutoCAD SHX Text and reporting.

AutoCAD SHX Text Costs

AutoCAD SHX Text Requirements

AutoCAD SHX Text Quality Assurance

AutoCAD SHX Text grit.

AutoCAD SHX Text sandblasting activities.

AutoCAD SHX Text material or waste.

AutoCAD SHX Text structures.

AutoCAD SHX Text operational procedures.

AutoCAD SHX Text and federal regulations utilized at sites in which Sandblasting waste is

AutoCAD SHX Text If sandblast media cannot be fully contained, construct sediment traps

AutoCAD SHX Text addressed by construction safety programs as well as local, state, and

AutoCAD SHX Text Educate all on-site employees of potential dangers to humans and the

AutoCAD SHX Text sandblast grit and possible symptoms of overexposure to sandblast grit.

AutoCAD SHX Text Instruct operators on proper procedures regarding storage, handling, and

AutoCAD SHX Text Instruct operators of sandblasting equipment on safety procedures and

AutoCAD SHX Text significant dust problem which must be contained and collected to prevent

AutoCAD SHX Text transported by running water. Sandblasting activities typically create a

AutoCAD SHX Text Cease blasting activities in high winds or if wind direction could transport

AutoCAD SHX Text Non-hazardous sandblast grit may be disposed in permitted construction

AutoCAD SHX Text If necessary, install misting equipment to remove sandblast grit from the

AutoCAD SHX Text Use sand fencing where appropriate in areas where blast media cannot be

AutoCAD SHX Text Keep records of sandblasting materials, procedures, and weather conditions

AutoCAD SHX Text Install dust shielding around sandblasting areas.

AutoCAD SHX Text Take all reasonable precautions to ensure that sandblasting grit is

AutoCAD SHX Text Instruct all on-site employees of the potential hazardous nature of

AutoCAD SHX Text Collect and dispose of all spent sandblast grit, use dust containment

AutoCAD SHX Text air - prevent runoff from misting operations from entering drainage

AutoCAD SHX Text contained and kept away from drainage structures.

AutoCAD SHX Text downstream from blasting area where appropriate.

AutoCAD SHX Text Use vacuum grit collection systems where possible.

AutoCAD SHX Text environment from sandblast grit.

AutoCAD SHX Text debris landfills or permitted sanitary landfills.

AutoCAD SHX Text fabrics and dust collection hoppers and barrels.

AutoCAD SHX Text off-site migration problem which must be contained and collected to

AutoCAD SHX Text Since the media consists of fine abrasive granules, it can be easily

AutoCAD SHX Text Use appropriate equipment for the job, do not over-blast.

AutoCAD SHX Text Install a wind sock or other wind direction instrument.

AutoCAD SHX Text to prevent off-site migration or fines.

AutoCAD SHX Text Use only inert, non-degradable sandblast media.

AutoCAD SHX Text Wherever possible, blast in a downward direction.

AutoCAD SHX Text

INSTALLATION/APPLICATION CRITERIA

AutoCAD SHX Text personal protection equipment.

AutoCAD SHX Text on a daily basis.

AutoCAD SHX Text Educational Issues

AutoCAD SHX Text fully contained.

AutoCAD SHX Text systems.

AutoCAD SHX Text Operational Procedures

AutoCAD SHX Text grit to drainage facilities.

AutoCAD SHX Text present.

AutoCAD SHX Text Major contamination, large spills and other serious hazardous waste incidents

AutoCAD SHX Text Demolition activities and potential pre-existing materials, such as asbestos, AutoCAD SHX Text are not addressed by this program. Site specific information on plans is necessary.

AutoCAD SHX Text One part of a comprehensive construction site waste management program.

AutoCAD SHX Text Contaminated soils are not addressed.

AutoCAD SHX Text require immediate response from specialists.

AutoCAD SHX Text Jobsite waste handling and disposal education and awareness program.

AutoCAD SHX Text Small cost impact for training and monitoring.

AutoCAD SHX Text One part of a comprehensive construction site management program.

AutoCAD SHX Text Sufficient and appropriate waste storage containers.

AutoCAD SHX Text Timely removal of stored solid waste materials.

AutoCAD SHX Text Possible modest cost impact for additional waste storage containers.

AutoCAD SHX Text Only addresses non-hazardous solid waste.

AutoCAD SHX Text Insulation materials (non-hazardous)

AutoCAD SHX Text If feasible, segregate recyclable wastes from non-recyclable waste materials and

AutoCAD SHX Text Wherever possible, minimize production of solid waste materials.

AutoCAD SHX Text Do not allow waste materials to accumulate on the ground.

AutoCAD SHX Text Enforce solid waste handling and storage procedures.

AutoCAD SHX Text Segregate potentially hazardous waste from non-hazardous

AutoCAD SHX Text Designate a foreman or supervisor to oversee and enforce proper solid

AutoCAD SHX Text Instruct construction workers in proper solid waste procedures.

AutoCAD SHX Text other enclosed trash container that limits contact with rain and runoff.

AutoCAD SHX Text Store waste materials away from drainage ditches, swales and catch

AutoCAD SHX Text Keep solid waste materials under cover in either a closed dumpster or

AutoCAD SHX Text Foreman and/or construction supervisor shall monitor on-site solid waste storage

AutoCAD SHX Text Have regular meetings to discuss and reinforce disposal procedures (incorporate in

AutoCAD SHX Text General construction debris may be hauled to a licensed construction debris landfill

AutoCAD SHX Text Commitment by management to implement and enforce Solid Waste Management

AutoCAD SHX Text Runoff which comes into contact with unprotected waste shall be directed into

AutoCAD SHX Text structural treatment such as silt fence to remove debris.

AutoCAD SHX Text Educate all workers on solid waste storage and disposal procedures.

AutoCAD SHX Text Instruct workers in identification of solid waste and hazardous waste.

AutoCAD SHX Text Clearly mark on all solid waste containers which materials are acceptable.

AutoCAD SHX Text Use waste facilities approved by local jurisdiction.

AutoCAD SHX Text (typically less expensive than a sanitary landfill).

AutoCAD SHX Text Discipline workers who repeatedly violate procedures.

AutoCAD SHX Text Prohibit littering by workers and visitors.

AutoCAD SHX Text Do not allow trash containers to overflow.

AutoCAD SHX Text Police site daily for litter and debris.

AutoCAD SHX Text Gypsum board cuttings and waste

AutoCAD SHX Text Steel (cuttings, nails, rust residue)

AutoCAD SHX Text Concrete, brick, and mortar waste

AutoCAD SHX Text Following are lists describing the targeted materials and recommended procedures:

AutoCAD SHX Text These practices should be a part of all construction practices. By limiting the

AutoCAD SHX Text trash and debris on site, storm water quality is improved along with reduced

AutoCAD SHX Text clean up requirements at the completion of the project.

AutoCAD SHX Text workers to ensure that the recommendations and procedures are followed.

AutoCAD SHX Text The solid waste management practice for construction sites is based on proper

AutoCAD SHX Text storage and disposal practices by construction workers and supervisors. Key

AutoCAD SHX Text elements of the program are education and modification of improper disposal

AutoCAD SHX Text habits. Cooperation and vigilance is required on the part of supervisors and

AutoCAD SHX Text Targeted Solid Waste Materials

AutoCAD SHX Text Ensure that adequate hazardous waste storage volume is available.

AutoCAD SHX Text Clearly mark on all hazardous waste containers which materials are acceptable for

AutoCAD SHX Text Do not allow potentially hazardous waste materials to accumulate on the ground.

AutoCAD SHX Text Ensure that hazardous waste collection containers are conveniently located.

AutoCAD SHX Text Regularly schedule hazardous waste removal to minimize on-site storage.

AutoCAD SHX Text Have regular meetings to discuss and reinforce identification, handling and disposal

AutoCAD SHX Text Educate workers of potential dangers to humans and the environment from

AutoCAD SHX Text Ensure that the hazardous waste disposal contractor is reputable and licensed.

AutoCAD SHX Text Foreman and/or construction supervisor shall monitor on-site hazardous waste

AutoCAD SHX Text Possible modest cost impact for additional hazardous storage containers.

AutoCAD SHX Text Potential cost impact for hazardous waste collection and disposal by licensed hauler

AutoCAD SHX Text Commitment by management to implement hazardous waste management practices.

AutoCAD SHX Text Job-site waste handling and disposal education and awareness program.

AutoCAD SHX Text Instruct workers on safety procedures for common construction site hazardous wastes.

AutoCAD SHX Text Educate all workers on hazardous waste storage and disposal procedures.

AutoCAD SHX Text Establish a continuing education program to indoctrinate new employees.

AutoCAD SHX Text This practice is not intended to address site-assessments and pre-existing

AutoCAD SHX Text Quality Assurance

AutoCAD SHX Text Educate, and if necessary, discipline workers who violate procedures.

AutoCAD SHX Text Timely removal of stored hazardous waste materials.

AutoCAD SHX Text Sufficient and appropriate hazardous waste storage containers.

AutoCAD SHX Text Small cost impact for training and monitoring.

AutoCAD SHX Text

- actual cost depends on type of material and volume.

AutoCAD SHX Text Requirements

AutoCAD SHX Text storage and disposal procedures.

AutoCAD SHX Text Compliance by workers.

AutoCAD SHX Text Costs

AutoCAD SHX Text

LIMITATIONS

AutoCAD SHX Text contamination.

AutoCAD SHX Text Use only reputable, licensed hazardous waste haulers.

AutoCAD SHX Text procedures (incorporate in regular safety seminars).

AutoCAD SHX Text Instruct workers in identification of hazardous waste.

AutoCAD SHX Text Enforce hazardous waste handling and storage procedures.

AutoCAD SHX Text Disposal Procedures

AutoCAD SHX Text Education

AutoCAD SHX Text the container.

AutoCAD SHX Text hazardous wastes.

AutoCAD SHX Text Quality Control

AutoCAD SHX Text Compliance by workers.

AutoCAD SHX Text Minimal overall cost impact.

AutoCAD SHX Text

LIMITATIONS

AutoCAD SHX Text and disposal procedures.

AutoCAD SHX Text Requirements

AutoCAD SHX Text Program.

AutoCAD SHX Text dispose of properly.

AutoCAD SHX Text Disposal Procedures

AutoCAD SHX Text regular safety seminars).

AutoCAD SHX Text Education

AutoCAD SHX Text Use containment berms in fueling and maintenance areas and where the potential

AutoCAD SHX Text Store waste materials away from drainage ditches, swales, and catch basins.

AutoCAD SHX Text proper disposal practices, as well as provisions for safe storage and disposal.

AutoCAD SHX Text and supervisors. Key elements of the management program are education, AutoCAD SHX Text proper recognition, handling, and disposal practices by construction workers

AutoCAD SHX Text hazardous wastes. Many wastes such as fuel, oil, grease, fertilizer, and pesticide

AutoCAD SHX Text of significant spills to the National Response Center (NRC) at (800)424-8802.

AutoCAD SHX Text authorities and protective actions taken. The General Permit requires reporting

AutoCAD SHX Text Following are lists describing the targeted materials and recommended procedures:

AutoCAD SHX Text Suspected job-site contamination should be immediately reported to regulatory

AutoCAD SHX Text It is not the intent of this Management Program to supersede or replace normal

AutoCAD SHX Text site assessment and remediation procedures. Significant spills and/or

AutoCAD SHX Text contamination warrant immediate response by trained professionals.

AutoCAD SHX Text The hazardous waste management techniques presented here are based on

AutoCAD SHX Text These management practices along with applicable OSHA and EPA guidelines

AutoCAD SHX Text (closed drums or similar) and under cover.

AutoCAD SHX Text Keep liquid or semi-liquid hazardous waste in appropriate containers

AutoCAD SHX Text Wherever possible, minimize use of hazardous materials.

AutoCAD SHX Text Minimize generation of hazardous wastes on the job-site.

AutoCAD SHX Text Segregate potentially hazardous waste from non-hazardous

AutoCAD SHX Text Designate a foreman or supervisor to oversee hazardous materials

AutoCAD SHX Text for spills is high.

AutoCAD SHX Text handling procedures.

AutoCAD SHX Text construction site debris.

AutoCAD SHX Text Lead based paints (Demolition)

AutoCAD SHX Text Roofing tar

AutoCAD SHX Text Pesticides

AutoCAD SHX Text Greases

AutoCAD SHX Text Cutting oils

AutoCAD SHX Text Stains

AutoCAD SHX Text Solvents

AutoCAD SHX Text Fuel and lube oils

AutoCAD SHX Text Storage Procedures

AutoCAD SHX Text Wood preservatives

AutoCAD SHX Text are present at most construction sites.

AutoCAD SHX Text should be incorporated at all construction sites which use or generate

AutoCAD SHX Text Targeted Hazardous Waste Materials

AutoCAD SHX Text

INSTALLATION, APPLICATION AND DISPOSAL CRITERIA

AutoCAD SHX Text Paints

AutoCAD SHX Text

PRIMARY USE

AutoCAD SHX Text Shingle cuttings and waste

AutoCAD SHX Text Storage Procedures

AutoCAD SHX Text Sheathing cuttings and waste

AutoCAD SHX Text Miscellaneous cutting and waste

AutoCAD SHX Text waste procedures.

AutoCAD SHX Text Demolition waste

AutoCAD SHX Text construction site debris.

AutoCAD SHX Text Food waste

AutoCAD SHX Text Roofing tar

AutoCAD SHX Text basins.

AutoCAD SHX Text Pipe and electrical cuttings

AutoCAD SHX Text Wood cuttings

AutoCAD SHX Text Wood pallets

AutoCAD SHX Text

PRIMARY USE

AutoCAD SHX Text

APPLICATIONS

AutoCAD SHX Text Styrofoam packing and forms

AutoCAD SHX Text Paper and cardboard containers

AutoCAD SHX Text Plastic packaging

AutoCAD SHX Text construction site management program.

AutoCAD SHX Text Prohibit dumping waste concrete anywhere but predetermined areas.

AutoCAD SHX Text Assign predetermined truck and equipment washing areas.

AutoCAD SHX Text Additional costs involved in equipment washing could be significant.

AutoCAD SHX Text Minimal cost impact for training and monitoring.

AutoCAD SHX Text procedures.

AutoCAD SHX Text Costs

AutoCAD SHX Text areas.

AutoCAD SHX Text Limitations

AutoCAD SHX Text be reeducated or disciplined if necessary.

AutoCAD SHX Text Use predetermined disposal for waste concrete.

AutoCAD SHX Text drainage structures and surface waters.

AutoCAD SHX Text and pre-mix companies follow proper procedures for concrete

AutoCAD SHX Text Employees violating disposal or equipment cleaning directives must

AutoCAD SHX Text Where appropriate, construct sediment traps or other types of

AutoCAD SHX Text sediment detention devices downstream of demolition activities.

AutoCAD SHX Text disposal and equipment washing practices (see above).

AutoCAD SHX Text consequences of improperly handling concrete waste.

AutoCAD SHX Text Drivers and equipment operators should be instructed on proper

AutoCAD SHX Text Supervisors must be made aware of the potential environmental

AutoCAD SHX Text The construction site manager or foreman must ensure that employees

AutoCAD SHX Text as required.

AutoCAD SHX Text Education

AutoCAD SHX Text Enforcement

AutoCAD SHX Text disposal and equipment washing.

AutoCAD SHX Text Requirements

AutoCAD SHX Text Demolition Practices

AutoCAD SHX Text Develop predetermined, safe concrete disposal areas.

AutoCAD SHX Text Dumping into ditches or drainage facilities.

AutoCAD SHX Text Dumping in vacant areas on the job-site.

AutoCAD SHX Text utilized at sites in which concrete waste is present.

AutoCAD SHX Text Recommended Disposal Practices

AutoCAD SHX Text Treat runoff from storage area through the use of structural controls

AutoCAD SHX Text area volume for every 10 cubic yards of concrete poured.

AutoCAD SHX Text Never dump waste concrete illicitly or without property owners

AutoCAD SHX Text significant chemical changes in water bodies and harming aquatic life.

AutoCAD SHX Text Avoid unacceptable dumping practices listed above.

AutoCAD SHX Text Current Unacceptable Waste Concrete Disposal Practices

AutoCAD SHX Text Generated from both fresh and demolished concrete waste:

AutoCAD SHX Text Illicit dumping off-jobsite.

AutoCAD SHX Text

APPLICATIONS

AutoCAD SHX Text knowledge and consent.

AutoCAD SHX Text spent media. It is not the intent of this program to outline all of the

AutoCAD SHX Text sandblast media, dust suppression, and proper collection and disposal of

AutoCAD SHX Text sites. The key issues in this program are prudent handling and storage of

AutoCAD SHX Text storm water quality degradation from sandblasting activities at construction

AutoCAD SHX Text The objective of the management program is to minimize the potential of

AutoCAD SHX Text

SANDBLASTING WASTE MANAGEMENT

AutoCAD SHX Text DESCRlPTION

AutoCAD SHX Text wiring, cuttings, and a variety of other materials. The solid waste management

AutoCAD SHX Text Large volumes of solid waste are often generated at construction sites

AutoCAD SHX Text including: packaging, pallets, wood waste, concrete waste, soil, electrical

AutoCAD SHX Text practice lists techniques to minimize the potential of storm water

AutoCAD SHX Text contamination from solid waste through appropriate storage and disposal

AutoCAD SHX Text

SOLID WASTE MANAGEMENT

AutoCAD SHX Text through appropriate recognition, handling, storage, and disposal practices.

AutoCAD SHX Text storm water contamination from common construction site hazardous wastes

AutoCAD SHX Text polluted with hazardous waste through spills or other forms of contact. The

AutoCAD SHX Text The hazardous waste management BMP addresses the problem of storm water

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