no. 2...d. astm c1036 - standard specification for flat glass 2016. e. astm c1048 - standard...

NO. 2

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: FHS Baseball and Softball Complex

CLIENT NAME: Forney Independent School District

LOCATION: Forney, Texas

PROJECT NUMBER: 01824-18-01

PROPOSAL DATE: January 26, 2021

ADDENDUM DATE: January 20, 2021

For additional information regarding this project, contact Joel Crabb at 210.579.4668.

THIS ADDENDUM INCLUDES:

Architectural Items 1 Pages

Civil Items 1 Pages

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

04.01.2001.20.2021

Project Name: FHS Baseball and Softball Complex

Client: Forney Independent School District

Forney, Texas

Project Number: 01824-18-01

Architectural Items For

Addendum No. # 2

Page 1 of 1

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 2 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had

been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary

data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and

supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal

form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

PROJECT MANUAL:

AD No 2, Arch. Item 1: To the Project Manual, Section 00 0110, “TABLE OF CONTENTS,”

Add Section 12 3200 MANUFACTURED WOOD CASEWORK

AD No 2, Arch. Item 2: To the Project Manual, Section 11 6843, “SCOREBOARDS,”

1) To part 2.03.B.5, replace line b. as follows:

b. Programmable Team Name Message Centers (TNMCs) – add 80 lb (36 kg) and 270 W

2) Delete part 2.03.B.5.d in its entirety.

3) To part 2.04.B.5, replace line b. as follows:

b. Programmable Team Name Message Centers (TNMCs) – add 80 lb (36 kg) and 270 W

4) Delete part 2.04.B.5.c in its entirety.

AD No 2, Arch. Item 3: To the Project Manual, Section 12 3200, “MANUFACTURED WOOD CASEWORK,”

This section is issued in its entirety per this addendum. (7 pages)

DRAWINGS:

AD No 2, Arch. Item 4: To the Drawings, Sheet AS1.04, “SOFTBALL BLEACHERS & DETAILS”

On 2/AS1.04 “BLEACHER SECTION”, renumber rows 5-15.

END OF ARCHITECTURAL ADDENDUM

04.01.2001.20.2021

Forney ISD - FHS Baseball and Softball Complex (1824-18-01)Forney, Texas

Huckabee 12 3200 - 1 MANUFACTURED WOOD CASEWORK

SECTION 12 3200MANUFACTURED WOOD CASEWORK

PART 1 GENERAL1.01 SECTION INCLUDES

A. Manufactured custom plastic-laminate-faced casework, with cabinet hardware.1.02 RELATED REQUIREMENTS

A. Section 06 1000 - Rough Carpentry: Blocking and nailers for anchoring casework.B. Section 07 9200 - Joint Sealants: Sealing joints between casework and countertops and

adjacent walls, floors, and ceilings.1.03 DEFINITIONS

A. Exposed: Portions of casework visible when drawers and cabinet doors are closed, includingend panels, bottoms of cases more than 42 inches above finished floor, tops of cases less than72 inches above finished floor and all members visible in open cases or behind glass doors.

B. Semi-Exposed: Portions of casework and surfaces behind solid doors, tops of cases more than72 inches above finished floor and bottoms of cabinets more than 30 inches but less than 42inches above finished floor.

C. Concealed: Sleepers, web frames, dust panels and other surfaces not generally visible afterinstallation and cabinets less than 30 inches above finished floor.

1.04 REFERENCE STANDARDSA. ANSI A135.4 - American National Standard for Basic Hardboard 2012.B. ANSI A208.1 - American National Standard for Particleboard 2016.C. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use

2016.D. ASTM C1036 - Standard Specification for Flat Glass 2016.E. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass

2018.F. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2018).G. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.H. NEMA LD 3 - High-Pressure Decorative Laminates 2005.

1.05 ADMINISTRATIVE REQUIREMENTSA. Preinstallation Meeting: Conduct a preinstallation meeting at least one week prior to the start of

the work of this section; require attendance by all affected installers.B. Keying Conference: Conduct conference prior to ordering keys. Incorporate conference

decisions into keying submittal.1.06 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Component dimensions, configurations, construction details, joint details,

attachments and hardware.C. Shop Drawings: Indicate casework types, sizes, and locations, using large scale plans,

elevations, and cross sections. Include rough-in and anchors, reinforcements, and blocking ,placement dimensions and tolerances, clearances required, and keying information .

D. Samples for Finish Selection: Fully finished, for color selection. Minimum sample size: 6 inchesby 6 inches or as indicated.

E. Samples for Hardware Selection: Submit actual sample items of proposed pulls, hinges, shelfstandards, and locksets, demonstrating hardware design, quality, and finish.

04.01.2001.20.2021



F. Manufacturer's Qualification Statement.G. Installer's Qualification Statement.H. Maintenance Data: Manufacturer's recommendations for care and cleaning.I. Finish touch-up kit for each type and color of materials provided.

1.07 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified in

this section with minimum five years of documented experience and one project within the last5 years with a value of woodwork within 20 percent of cost of woodwork for this project.

B. Perform cabinet construction in accordance with AWI/AWMAC/WI (AWS) - ArchitecturalWoodwork Standards.

C. Installer Qualifications: Company specializing in performing work of the type specified in thissection, with not less than five years of documented experience and approved by manufacturer .

1.08 DELIVERY, STORAGE, AND HANDLINGA. Protect items provided by this section, including finished surfaces and hardware items during

handling and installation. For metal surfaces, use polyethylene film or other protective materialstandard with the manufacturer.

B. Acceptance at Site:1. Do not deliver or install casework until the conditions specified under Part 3, Examination

Article of this section have been met. Products delivered to sites that are not enclosedand/or improperly conditioned will not be accepted if warping or damage due tounsatisfactory conditions occurs.

C. Storage:1. Store casework in the area of installation. If necessary, prior to installation, temporarily

store in another area, meeting the environmental requirements specified under Part 3,"Site Verification of Conditions" Article of this section.

1.09 MOCK-UPA. Provide full size base cabinet, upper cabinet, and tall cabinet complete with drawers, door,

adjustable shelf and countertop.B. See Section 01 4000 - Quality Requirements for additional requirements.C. Locate where directed by the Architect .D. Mock-up may remain as part of the Work.

1.10 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Correct defective Work within a two year period after Date of Substantial Completion, at no

additional cost to Owner . Defects include, but are not limited to:1. Ruptured, cracked, or stained finish coating.2. Discoloration or lack of finish integrity.3. Cracking or peeling of finish.4. Delamination of components.5. Failure of adhesives.6. Failure of hardware.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Manufacturer shall be members in good standing of the Architectural Woodwork Institute(AWI/AWMAC/WI).

B. Obtain casework from single source and manufacturer, unless otherwise indicated.



2.02 CASEWORK, GENERALA. Quality Standard: AWI/AWMAC/WI (AWS), unless noted otherwise.B. Types: When more than one type is required, see drawings for location of each type of

casework.C. Desks and Display Cases - Premium GradeD. Refer to 01 6210- Schedule of Materials and Colors and Drawings for additional casework

details.2.03 LUMBER MATERIALS

A. Hardwood Lumber: NHLA; Graded in accordance with AWI/AWMAC/WI (AWS) - ArchitecturalWoodwork Standards , Grade II/Custom ; average moisture content of 6-8 percent; species asscheduled.

B. Solid Lumber: Any Species, with no defects affecting strength or utility.2.04 PANEL MATERIALS

1. Provide 1" thick shelves at storage/book rooms.2. Provide 1" thick shelves when length is 36" or longer.

B. Particleboard: ANSI A208.1; medium density industrial type, minimum 45 lb./cu. ft. density,Grade 1-M-2 or better, as specified in AWI/AWMAC/WI (AWS), composed of wood chipsbonded with manufacturer's recommended adhesive under heat and pressure; sanded faces;thickness as required; use for components indicated on drawings.

C. Medium Density Fiberboard (MDF): ANSI A208.2 ; type as specified in AWI/AWMAC/WI(AWS); composed of wood fibers pressure bonded with manufacturer's recommended adhesiveto suit application; sanded faces; thickness as required.1. Use for door and drawer fronts.2. For doors 6' high and greater use 1" thick material

D. Hardboard: AHA A135.4; Pressed wood fiber with resin binder, Class 1 - Tempered , 1/4 inch thick, smooth one side for horizontal applications, smooth two sides (S2S) for verticalapplications; use for drawer bottoms, dust panels, vertical slot dividers, and other componentsindicated on drawings .

2.05 FABRICATIONA. Assembly: Shop assemble casework items for delivery to site in units easily handled and to

permit passage through building openings.B. Construction: As required for selected grade.C. Cabinet support bases shall be fabricated from solid lumber.D. Fabricate all drawers boxes using 1/2" inch, 9-ply laminated hardwood plywood. The top edges

of the drawer box sides and back are radiused. Drawer bottom is let in on four sides, andsecurely glued underneath with a continuous bead of glue around the perimeter of the drawerbottom. Additional bottom braces are used on drawers over 24" wide. All components have onecoat of clear waterproof sealer. Drawer boxes are screw-attached to separate drawer fronts.

E. Glazing for Doors: Clear tempered glass.F. Fittings and Fixture Locations: Cut and drill components for fittings and fixtures.G. Hardware Application: Factory-machine casework members for hardware that is not surface

applied.H. Access Panels: Where indicated, for maintenance of utility service and mechanical and

electrical components.I. Removable back panels on indicated base cabinets. Provide partial height back panels at sink

cabinets. J. Fixed panels at backs of open spaces between base cabinets.



1. Provide cutouts for power and data receptacles where indicated on drawings.K. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than

one piece for any single length.L. Scribes and Fillers: Panels of matching construction and finish, for locations where cabinets do

not fit tight to adjacent construction.M. Apron Frames: Construction similar to other cabinets, with modifications.

1. Frames fabricated from panels standard with the manufacturer. Include front and backpanels, with drawer suspension framing mechanically fastened to support channelsspanning between them.

2. Apron Drawers: Manufacturer's standard drawer construction and size for aproninstallation. Single drawer for aprons up to 48 inches wide, two drawers for wider aprons.

N. Countertop Panel-Type Supports: Materials similar to adjacent casework, 1-1/2 inch in width,with front-to-back and toe space dimensions matching base cabinet. Designed to be secured ina concealed fashion to countertop material. Include two leveling devices per support panel.

2.06 PLASTIC-LAMINATE-CLAD CASEWORKA. Plastic-Laminate-Clad Casework: Solid wood and wood panel construction; each unit self-

contained and not dependent on adjacent units or building structure for rigidity; in sizesnecessary to avoid field cutting except for scribes and filler panels. Include adjustable levelersfor base and tall cabinets.1. Style: Flush overlay. Ease doors and drawer fronts slightly at edges.2. Cabinet Nominal Dimensions: Unless otherwise indicated, provide cabinets of widths and

heights indicated on drawings, and with following front-to-back dimensions:a. Base Cabinets: 24 inches.b. Tall Cabinets: 24 inches .c. Wall Cabinets: 14 inches .

3. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent withmanufactured sizes. Fit corners and joints hairline.a. See Section 01 6210 - Schedule of Materials and Colors for products Basis of Design

and additional information.b. Finish: Matte or suede, gloss rating of 5 to 20.c. Surface Color and Pattern: As indicated on drawings.d. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.e. Cap exposed plastic laminate finish edges with plastic trim .

1) 3mm PVC, flat shaped; smooth finish; of width to match component thickness(a) Door and drawer fronts (Color match to face laminate).(b) Counter top exposed edges (Color match to face laminate).

2) 1mm PVC, flat shaped; smooth finish; of width to match component thickness.(a) Exposed component edges (Color match to face laminate).(b) Backsplash and return exposed edges (Color match to face laminate).

2.07 CABINET HARDWAREA. Manufacturer's standard types, styles and finishes , and as indicated below .B. Comply with BHMA A156.9 requirements.C. Locks: Provide locks on casework drawers and doors where indicated. Lock with 5 pin cylinder

and 2 keys per lock.1. Keying: Key locks alike within a space; key each room separately.2. Master Key System: All locks operable by master key.

D. Shelves in Cabinets:1. Shelf Standards and Rests: 4 Standards (K & V)#255, 4 Brackets/Shelf(K & V)#256 .

E. Swinging Doors: Hinges, pulls, and catches.



1. Hinges: Semi-concealed, number as required by referenced standards for width, height,and weight of door.

1) Butt hinges installed on cabinet edge , and on door edge for overlay doors ; five-knuckle, projecting barrel, minimum 2-1/2 inches long .

2. Pulls: Satin Chrome wire pulls , 4 inches wide (typical).a. Pull design to comply with project's referenced accessibility requirements.

3. Catches: Magnetic.F. Drawers: Pulls and slides.

1. Pulls: Satin Chrome wire pulls , 4 inches wide (typical).a. Pull design to comply with project's referenced accessibility requirements.

2. Slides: Steel, full extension arms, ball bearings; capacity as recommended bymanufacturer for drawer height and width.

G. Pull-Out Keyboard Tray1. Each to have:(K & V)#5710

H. Clothes Rod each to have:1. Rod(K & V)#770 52. Flange(K & V)#764 CHR

I. Adjustable Shelves at Display Cases, each to have:1. Standards (K & V)#872. Brackets/Shelf(K & V)#186

J. Casters:1. Swivel-type: 4-inch diameter wheels of soft or hard rubber and self-lube wheel bearing.

Swivel is double-level, hardened ball bearing. All metal surfaces are zinc-plated.2. Rigid-type: 4-inch wheels of soft or hard rubber, held in horns of formed steel, zinc plated.

Wheel spanner bushings. Load capacity is 225 pounds per caster. Brake available on bothswivel and rigid.

2.08 MATERIALSA. Wood-Based Materials:

1. Solid Wood: Air-dried to 4.5 percent moisture content, then tempered to 6 percentmoisture content before use.

2. Composite Wood Panels: Containing no urea-formaldehyde resin binders.B. Concealed Solid Wood or Plywood: Any species and without defects affecting strength or

utility.C. Hardboard: ANSI A135.4, Class 1, tempered.

1. Provide specific types as follows: a. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, colors as scheduled, .b. Vertical Surfaces: VGS, 0.028 inch nominal thickness, colors as scheduled, .c. Post-Formed Horizontal Surfaces: HGP, 0.039 inch nominal thickness, colors as

scheduled, .d. Post-Formed Vertical Surfaces: VGP, 0.028 inch nominal thickness, colors as

scheduled, .e. Flame Retardant Surfaces: HGF, 0.048 inch nominal thickness, colors as

scheduled, .f. Cabinet Liner: CLS, 0.020 inch nominal thickness, colors as scheduled, .g. Laminate Backer: BKL, 0.020 inch nominal thickness, undecorated; for application to

concealed backside of panels faced with high pressure decorative laminate.D. Glass: Fully tempered float; ASTM C1036, Type 1, Quality Q3 ; ASTM C1048, tempered using

horizontal tempering ; 1/4 inch thick minimum ; clear .



2.09 ACCESSORIESA. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized

or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish inexposed locations.

B. Concealed Joint Fasteners: Corrosion-resistant, standard with manufacturer.C. Grommets: Standard plastic or rubber grommets for cut-outs, in color to match adjacent

surface .D. Sealant for Use in Casework Installation:

1. Manufacturer's recommended type.PART 3 EXECUTION3.01 PREPARATION

A. Large Components: Ensure that large components can be moved into final position withoutdamage to other construction.

3.02 EXAMINATIONA. Site Verification of Environmental Conditions:

1. Do not deliver casework until the following conditions have been met:a. Building has been enclosed (windows and doors sealed and weather-tight).b. An operational HVAC system that maintains temperature and humidity at occupancy

levels has been put in place.c. Ceiling, overhead ductwork, piping, and lighting have been installed.d. Installation areas do not require further “wet work” construction.

B. For Base Cabinets Installation: Examine floor levelness and flatness of installation space. Donot proceed with installation if encountered floor conditions required more than 1/2 inch levelingadjustment. When installation conditions are acceptable, for each space, establish the highpoint of the floor. Set and make level and plumb first cabinet in relation to this high point.

C. For Wall Cabinets Installation: Examine wall surfaces in installation space. Do not proceedwith installation if the following conditions are encountered:1. Maximum variation from plane of masonry wall exceeds 1/4 inch in 10 ft and 1/2 inch in 20

ft or more, and/or maximum variation from plumb exceeds 1/4 inchper story.2. Maximum Variation of finished gypsum board surface from true flatness: 1/8 inch in 10

feet in any direction.D. Verify adequacy of support framing and anchors.E. Verify that service connections are correctly located and of proper characteristics.

3.03 INSTALLATIONA. Perform installation in accordance with manufacturer's instructions.B. Use anchoring devices to suit conditions and substrate materials encountered. Use concealed

fasteners to the greatest degree possible. Use exposed fasteners only where allowed byapproved shop drawings, or where concealed fasteners are impracticable.

C. Set casework items plumb and square, securely anchored to building structure.D. Align cabinets to adjoining components, install filler and/or scribe panels where necessary to

close gaps.E. Fasten together cabinets in continuous runs, with joints flush, uniform and tight. Misalignment

of adjacent units not to exceed 1/16 inch. In addition, do not exceed the following tolerances:1. Variation of Tops of Base Cabinets from Level: 1/16 inch in 10 feet.2. Variation of Bottoms of Wall Cabinets from Level: 1/8 inch in 10 feet.3. Variation of Faces of Cabinets from a True Plane: 1/8 inch in 10 feet.4. Variation of Adjacent Surfaces from a True Plane (Lippage): 1/32 inch.



5. Variation in Alignment of Adjacent Door and Drawer Edges: 1/16 inch.F. Secure wall and floor cabinets to concealed reinforcement and blocking at gypsum board

assemblies.G. Base Cabinets: Fasten cabinets to service space framing and/or wall substrates, with fasteners

spaced not more than 16 inches on center. Bolt adjacent cabinets together with joints flush,tight, and uniform.1. Where base cabinets are installed away from walls or service space framing, anchor to

floor at toe space at not more than 24 inches on center, and at sides of cabinets with notless than two fasteners per side.

H. Wall Cabinets: Fasten to hanging strips, and/or wall substrates. Fasten each cabinet throughback, near top, at not less than 16 inches on center.

I. Install hardware uniformly and precisely.J. Countertops: Install countertops intended and furnished for field installation in one true plane,

with ends abutting at hairline joints, and no raised edges.K. Replace units that are damaged, including those that have damaged finishes.

3.04 ADJUSTINGA. Adjust operating parts, including doors, drawers, hardware, and fixtures to function smoothly.

3.05 CLEANINGA. Clean casework and other installed surfaces thoroughly.

3.06 PROTECTIONA. Do not permit finished casework to be exposed to continued construction activity.B. Protect casework and countertops from ongoing construction activities. Prevent workmen from

standing on, or storing tools and materials on casework or countertops.C. Repair damage, including to finishes, that occurs prior to Date of Substantial Completion, using

methods prescribed by manufacturer; replace units that cannot be repaired to like-newcondition.

END OF SECTION

Project Name: FHS Baseball and Softball Complex Client: Forney Independent School District Forney, Texas Project Number: 01824-18-01

Civil Items For Addendum No. # 1

Page 1 of 1

CIVIL ITEMS FOR ADDENDUM NO. 2 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it hadbeen issued at the same time and incorporated integrally therewith. Where provisions of the following supplementarydata differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of thisAddendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications andsupplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form.Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AS NOTED:

DRAWINGS:

AD No 2, Civil Item 1: To the Drawings, Sheet CDM-1, “Demolition Plan,” 1) Added notes regarding sewer abandonment.

AD No 2, Civil Item 2: To the Drawings, Sheet CP-1, “Paving Plan,” 1) Added note regarding no fly ash allowed.2) Added barrier free ramps.

AD No 2, Civil Item 3: To the Drawings, Sheet CG-1, “Grading Plan,” 1) Added spot grades for clarification.

AD No 2, Civil Item 4: To the Drawings, Sheet CU-1, “Water & Sewer Plan,” 1) Revised sewer size from 6” to 8”.

AD No 2, Civil Item 5: To the Drawings, Sheet CU-2, “Sanitary Sewer Profiles,” 1) Revised sewer size from 6” to 8”.

AD No 2, Civil Item 6: To the Drawings, Sheet CE-1, “Erosion Control Plan,” 1) Added Site Fence.

AD No 2, Civil Item 7: To the Drawings, Sheet CDT-1, “Site Details,” 1) Revised expansion detail.2) Revised Concrete Pavement Section

END OF CIVIL ADDENDUM

1-18-21

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:1-18-2021

FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax

111 West MainAllen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:RLK: 20067

SHEET:

RLK ENGINEERING, INC.

RLKRLKRLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:20067 DEMO.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

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REENIGNELANOISSE

FORP

SAXETFOETATS

1-18-2021

Sheet of

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Site Benchmark No. 1


1 1-18-2020 Addendum #2

Copyright © 2021, Huckabee & Associates, Inc.

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DEMOLITION PLAN

CDM-11"=40'

CDM-1

DEMOLITION PLAN

1

1

1

1

1


RLK

RLK

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TECH REVIEW:


FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax


DRAWING FILE:


SHEET:




DESIGNED BY:20067 PAV.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

L

REENIGNELANOISSE

FORP

SAXETFOETATS

1-18-2021

Sheet of

Job. No.

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PAVING PLAN

CP-11"=40'

CP-1

PAVING PLAN

1

1


RLK

RLK

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TECH REVIEW:


FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax


DRAWING FILE:


SHEET:




DESIGNED BY:20067 GRAD.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

L

REENIGNELANOISSE

FORP

SAXETFOETATS

1-18-2021

Sheet of

Job. No.

Drawn By:

Date:

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1 1-18-2020 Addendum #2


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GRADING PLAN

CG-11"=40'

CG-1

GRADING PLAN

1


RLK

RLK

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TECH REVIEW:


FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax


DRAWING FILE:


SHEET:




DESIGNED BY:20067 WS.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

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1-18-2021

Sheet of

Job. No.

Drawn By:

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WATER & SEWER PLAN

CU-11"=40'

CU-1

WATER & SEWER PLAN

11

1

1

SANITARY SEWER PROFILES

CU-2H. 1"=40' V. 1"=5'

CU-2

SANITARY SEWER


RLK

RLK

PEER REVIEW:

TECH REVIEW:


FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax


DRAWING FILE:


SHEET:




DESIGNED BY:20067 PROF.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

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1-18-2021

Sheet of

Job. No.

Drawn By:

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PROFILES

1

11

11


RLK

RLK

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TECH REVIEW:


FORNEY, TEXAS

FORNEY HIGH SCHOOL

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax


DRAWING FILE:


SHEET:




DESIGNED BY:20067 EC.dwgRLK Engineering

RONNY KLINGBEIL

76831DESNECI

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EROSION CONTROL PLAN

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01 - Addendum 2 - Cover Page 01824-18-0102 - Addendum 2 - Architectural 01824-18-0103 - 12 3200-Manufactured Wood Casework04 - Civil Addendum 2Addendum 2 Narrative - Civildrawings:AD No 2, Civil Item 1: To the Drawings, Sheet CDM-1, “Demolition Plan,”AD No 2, Civil Item 2: To the Drawings, Sheet CP-1, “Paving Plan,”AD No 2, Civil Item 3: To the Drawings, Sheet CG-1, “Grading Plan,”AD No 2, Civil Item 4: To the Drawings, Sheet CU-1, “Water & Sewer Plan,”AD No 2, Civil Item 5: To the Drawings, Sheet CU-2, “Sanitary Sewer Profiles,”AD No 2, Civil Item 6: To the Drawings, Sheet CE-1, “Erosion Control Plan,”AD No 2, Civil Item 7: To the Drawings, Sheet CDT-1, “Site Details,”

END OF CIVIL addendum

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