Addendum 1 (4).pdf

CITY OF BURNET

ENGINEERING

A D D E N D U M N O . 1

ADDENDUM NO. 1

August 17, 2026

Galloway Park Concession Stand Project – RFP 2026-009

FEMA PROJECT 964547

PID: CIPSP-2026B

Ladies/Gentlemen:

The City of Burnet issues this Addendum on the above captioned project. This Addendum details the changes and the respective bid document pages which were added and/or changed. Each bidder is required to acknowledge receipt of this Addendum, on the form included in the Addendum below. Failure to acknowledge receipt of this Addendum in your bid proposal will result in your bid not being read.

Please sign and return this Addendum with your sealed bid packet at time and location as advertised on the Invitation to Bid for this project. Addendum should be located at the beginning of the packet. Failure to acknowledge all the addenda issued will result in bid dismissal.

DESIGN ENGINEER APPROVAL:

Eric Belaj, PE, CFM City Engineer

Addendum items and pertaining attachment will be included in the following pages.

BIDDER ADDENDUM ACKNOWLEDMENT BELOW:

(Company Name)

(Bidder Rep. Name)

By: _______________________________________ Date: _____________________________ (Signature)

CITY OF BURNET

ENGINEERING

A D D E N D U M N O . 1

1. Bonds: No Change

2. Dates: No Change

3. Questions and Answers: This Bid Addendum also answers questions posed by contractors throughout the bid process and at the pre-bid meeting as follows: See CivCast project page answered questions under project CIPSP-2026B.

4. Bid Document Changes: This item outlines changes to the Bid Documents.

Attached are updated bid tab and updated set of drawings:

a) This addendum revises the bid tab by adding items 44 & 45 and making previous item 7 (security Fencing) an added bid alternate attached hereto.

• Moreover, another added alternate is door access. The City is looking to match the access system provided by Brivio systems. An approved equal will be considered on individual basis, considering maintenance, historical longevity, and other factors. Any such approved equals must be done prior to the bid submittal. The City in the past retained the services of Net Solutions, which is a pre-approved vendor for Brivio Systems. However, other authorized retailers of such system can be pre-approved but must be done so prior to acceptance of the bid.

• Security Fencing: The City is considering using its own staff to provide construction security fencing; however, if the bid alternate is not awarded, the contractor is responsible for maintaining access to field users and protect workers & equipment at all times.

b) This addendum provides specification on Thermoplastic Membrane Roofing;

section 07-5400 attached hereto.

c) Changes to drawing A2.2 to add a catwalk to the ceiling plan attached hereto.

d) Revision to drawing P1.00 to revise domestic water attached hereto.

e) Changes to Site Plan drawing C1.0 to add existing contours in the background. The site is relatively flat, and the contours are relatively far apart from each other. Bidder is advised to visit the site prior to bidding.

f) This addendum also changes the utility plan sheet C2.0 by modifying the route of the sewer service attached hereto.

PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENDED

PRICE

1 MOBILIZATION 1 LS -$ -$

2 PP&M BONDS & INSURANCE 1 LS -$ -$

3 SURVEY CONTROL 1 LS -$ -$

4 REMOVE AND DISPOSE OF EXIST. CONC. 1 LS -$ -$

5 SILT FENCE INSTALL & REMOVAL (FIELD DETERMINED) 1 LS -$ -$

6 CONC. WASHOUT STATION 1 EA -$ -$

7 DOMESTIC WATER SERVICE AND SLEEVE 1 LS -$ -$

8 SEWER SERVICE, CLEANOUTS, & CONNECT TO EXIST. 1 LS -$ -$

9 ELECTRIC SERVICE 2" COND. 1 LS -$ -$

10 SLOPED END TREATMENT AND ERROSION ROCK 1 EA -$ -$

11 RCP CL III 15" 382 LF -$ -$

12 RCP CL III 18" 315 LF -$ -$

13 DUAL WALL CORRUGATED HDPE 6" 170 LF -$ -$

14 DUAL WALL CORRUGATED HDPE 12" 77 LF -$ -$

15 GRATE INLETS 4 EA -$ -$

16 HDPE INLET DRAINS 2 EA -$ -$

17 MISC. HDPE ADAPTERS & APPURTENANCES 1 LS -$ -$

18 6"x5" DOWNSPOUT ADAPTERS 8 EA -$ -$

19 MISC GRADING WITHIN THE SITE 1 LS -$ -$

20 ESTABLISH GRASS ALL DISTURBED AREAS (BERMUDA SOD) 1 LS -$ -$

21 IRRIGATION AS SHOWN ON PLANS 1 LS -$ -$

22 CONC. SIDEWALK (4" T, #4 @ 16" O.C.E.W) 1 LS -$ -$

23 6" REINF. CONC. CURB (2.5' EA) 2 EA -$ -$

24 TOOLED & EXP. JOINTS 1 LS -$ -$

25 DOWEL TO EXIST. CONC. 1 LS -$ -$

26 GENERAL REQUIREMENTS 1 LS -$ -$

27 SITE (NOT INCL. ELSEWHERE) 1 LS -$ -$

28 CONCRETE & FOUNDATION 1 LS -$ -$

29 MASONRY 1 LS -$ -$

30 METALS 1 LS -$ -$

31 WOOD AND PLASTICS 1 LS -$ -$

32 THERMAL & MOISTURE PROTECTION 1 LS -$ -$

33 DOORS & WINDOWS 1 LS -$ -$

34 FINISHES 1 LS -$ -$

35 SPECIALTIES 1 LS -$ -$

36 PLUMBING 1 LS -$ -$

37 MECHANICAL 1 LS -$ -$

38 ELECTRICAL 1 LS -$ -$

Flatwork

CONSTRUCTION COST FOR: CIPSP-2026B GALLOWAY CONCESSION STAND ADDENDUM 1

The Pay Item reference indicates the controlling specification for each Pay Item. Pay Item references are from the specifications referenced in the Standard Form of Agreement , unless otherwise noted.

Contractor responsible for the validity, format, and formulas in file.

PDF documents are official

GENERAL CONDITIONS

SITE

Demolition

Utilities

TOTAL BASE BID (TOTAL OF ITEMS IN THE COLUMNS ABOVE)

BUILDING

Drainage

Page 1 20171108 - UNIT PRICE SCHEDULE.xls

PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENDED

PRICE

CONSTRUCTION COST FOR: CIPSP-2026B GALLOWAY CONCESSION STAND ADDENDUM 1

The Pay Item reference indicates the controlling specification for each Pay Item. Pay Item references are from the specifications referenced in the Standard Form of Agreement , unless otherwise noted.

Contractor responsible for the validity, format, and formulas in file.

PDF documents are official

GENERAL CONDITIONS

39 ADDED COST OF REROUTE 4" SCH-40 ELEC CONDUIT 1 LS -$ -$

40 ADDED COST OF CMU SPLIT FACE COLUMN SURROUND (6' H) 19 EA -$ -$

41 ADDED COST OF CMU SPLIT FACE COLUMN SURROUND (8' H) 10 EA -$ -$

42 LANDSCAPING ALLOWANCE (SEE NOTES BELOW) 1 LS 10,000.00$ 10,000.00$

43 IRRIGATION REQ'D FOR LANDSCAPING 1 LS -$ -$

44 TEMPORARY 8' SECURITY FENCING (W/ ADA FIELD ACCESS) 1 LS -$ -$

45 BRIVIO SECURITY SYSTEM (APPROVED EQUAL & VENDOR) 1 LS -$ -$

Item for Landscaping & Irrigation: Bidder to provide along with the bid, a sketch of proposed lansdaping to include landscaping at flower bed in front of the concession, and in the bid include the cost to irrigate proposed landscaping in addition to item 22 (Irrigation).

ADDED BID ALTERNATE NO. 3: LANDSCAPING

The total bid shall be entered in the space provided above, and shall also be entered in the space provided in the Bid Summary Sheet. All construction shall be completed per the Bid Specs and City of Burnet's Technical Construction Standard Manual. Contractor will be required to provide insurance certificate and performance bonds per the specs.

Payment for all Items shall be based on Plans Quantity, as described in Measurement and Payment , unless otherwise noted.

TOTAL BASE BID INCLUDING ADDITIONAL BID ITEMS (TOTAL OF ITEMS IN THE COLUMNS

ABOVE) $ -

ADDED BID ALTERNATE NO. 1: ELECTRIC

ADDED BID ALTERNATE NO. 2: CMU COLUMNS

TOTAL BID ALT. NO. 1 $ -

TOTAL BID ALT. NO. 2 $ -

ADDED BID ALTERNATE NO. 4: MISC ITEMS

TOTAL BID ALT. NO. 3 $ -

ADDED BID ALTERNATE NO. 5: SECURITY AND ACCESS

TOTAL BID ALT. NO. 4 $ -

TOTAL BID ALT. NO. 4 $ -

Page 2 20171108 - UNIT PRICE SCHEDULE.xls

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 1 of 7

SECTION 07 5400

THERMOPLASTIC MEMBRANE ROOFING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Adhered system with thermoplastic roofing membrane.

B. Insulation, flat and tapered.

C. Flashings.

D. Roofing cant strips, stack boots, roofing expansion joints, and walkway pads.

1.02 RELATED REQUIREMENTS

A. Section 07 6200 - Sheet Metal Flashing and Trim: Counterflashings, reglets,.

B. Section 07 7200 - Roof Accessories: Roof-mounted units; prefabricated curbs.

1.03 REFERENCE STANDARDS

A. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing;

2013.

B. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board;

2014.

C. ASTM D6878/D6878M - Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing; 2013.

D. ASTM E1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces; 2011.

E. FM DS 1-28 - Wind Design; Factory Mutual Research Corporation; 2007.

F. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week before starting work of this section.

1. Review preparation and installation procedures and coordinating and scheduling required with related work.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data indicating membrane materials, flashing materials, insulation, and fasteners.

C. Specimen Warranty: For approval.

D. Shop Drawings: Indicate joint or termination detail conditions, conditions of interface with other materials, and mechanical fastener layout.

E. Manufacturer's Installation Instructions: Indicate membrane seaming precautions, special procedures, and perimeter conditions requiring special attention.

F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

G. Manufacturer's Field Reports: Indicate procedures followed, ambient temperatures, humidity, wind velocity during application, and supplementary instructions given.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 2 of 7

H. Warranty:

1. Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

2. Submit installer's certification that installation complies with all warranty conditions for the waterproof membrane.

1.06 QUALITY ASSURANCE

A. Perform work in accordance with NRCA Roofing and Waterproofing Manual.

1. Maintain one copy on site.

B. Installer Qualifications: Company specializing in performing the work of this section:

1. With minimum 3 yearsdocumented experience.

2. Approved by membrane manufacturer.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact.

B. Store products in weather protected environment, clear of ground and moisture.

C. Protect foam insulation from direct exposure to sunlight.

1.08 FIELD CONDITIONS

A. Do not apply roofing membrane during unsuitable weather.

B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 95 degrees F.

C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.

D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

1.09 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Material Warranty: Provide membrane manufacturer's warranty agreeing to replace material that shows manufacturing defects within 5 years after installation.

C. System Warranty: Provide manufacturer's system warranty agreeing to repair or replace roofing that leaks or is damaged due to wind or other natural causes.

1. Warranty Term: 20 years.

2. For repair and replacement include costs of both material and labor in warranty.

3. Exceptions NOT Permitted:

a. Damage due to roof traffic.

b. Damage due to wind of speed greater than 56 mph but less than 90 mph.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Thermoplastic Polyolefin Membrane Materials:

1. Carlisle Roofing Systems, Inc; Sure-Weld TPO: www.carlisle-syntec.com.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 3 of 7

2. Firestone Building Products, LLC: www.firestonebpco.com.

3. Flex Membrane International Corporation; Flex TPO Plus: www.flexroofingsystems.com.

4. GAF; EverGuard Extreme TPO 50 mil: www.gaf.com/sle.

5. GenFlex Roofing Systems, LLC: www.genflex.com.

6. Johns Manville: www.jm.com.

7. Versico, a division of Carlisle Construction Materials Inc; VersiWeld TPO: www.versico.com.

8. Substitutions: See Section 01 6000 - Product Requirements.

B. Insulation:

1. Carlisle SynTec: www.carlisle-syntec.com.

2. GAF: www.gaf.com/sle.

3. Owens Corning Corporation: www.ocbuildingspec.com.

4. Versico, a division of Carlisle Construction Materials Inc; SecurShield Insulation: www.versico.com.

5. Substitutions: See Section 01 6000 - Product Requirements.

2.02 ROOFING - UNBALLASTED APPLICATIONS

A. Thermoplastic Membrane Roofing: One ply membrane, fully adhered, over insulation.

B. Roofing Assembly Requirements:

1. Solar Reflectance Index (SRI): Minimum of 64 based on three-year aged value; if three-year aged data is not available, minimum of 82 initial value.

a. Calculate SRI in accordance with ASTM E1980.

b. Field applied coating may not be used to achieve specified SRI.

2. Roof Covering External Fire Resistance Classification: UL (FRD) Class A.

3. Factory Mutual Classification: Class I and windstorm resistance of I-90, in accordance with FM DS

1-28.

4. Insulation Thermal Value (R), minimum: 30; provide insulation of thickness required.

C. Acceptable Insulation Types - Constant Thickness Application: Any of the types specified.

1. Minimum 2 layers of polyisocyanurate board.

D. Acceptable Insulation Types - Tapered Application: Any of the types specified.

1. Tapered polyisocyanurate board.

2.03 ROOFING MEMBRANE AND ASSOCIATED MATERIALS

A. Membrane:

1. Material: Thermoplastic polyolefin (TPO) complying with ASTM D6878/D6878M.

2. Reinforcing: Internal fabric.

3. Thickness: 0.060 inch, minimum.

4. Sheet Width: Factory fabricated into largest sheets possible.

5. Color: White.

B. Seaming Materials: As recommended by membrane manufacturer.

C. Flexible Flashing Material: Same material as membrane.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 4 of 7

2.04 DECK SHEATHING AND COVER BOARDS

A. Cover Board: Glass mat faced gypsum panels, ASTM C1177/C1177M, fire resistant type, 1/2 inch thick.

1. Products:

a. Georgia-Pacific DensDeck Prime: www.densdeck.com.

b. National Gypsum Company; DEXcell Glass Mat Roof Board: www.nationalgypsum.com.

c. Substitutions: See Section 01 6000 - Product Requirements.

2.05 INSULATION

A. Polyisocyanurate Board Insulation: Rigid cellular foam, complying with ASTM C1289, Type II, Class 1, cellulose felt or glass fiber mat both faces; Grade 2 and with the following characteristics:

1. Compressive Strength: 20 psi

2. Board Size: 48 by 96 inch.

3. Board Thickness: 1.5 inch.

4. Tapered Board: Slope as indicated; minimum thickness 1.5 inch; fabricate of fewest layers possible.

5. Board Edges: Square.

6. Manufacturers:

a. Dow Chemical Co: www.dow.com.

b. GAF; EnergyGuard Ultra PolyIso Tapered Insulation: www.gaf.com/sle.

c. Hunter Panels, LLC; H-Shield: www.hpanels.com.

d. Versico, a division of Carlisle Construction Materials, Inc; SecurShield Insulation:

www.versico.com.

7. Substitutions: See Section 01 6000 - Product Requirements.

2.06 ACCESSORIES

A. Stack Boots: Prefabricated flexible boot and collar for pipe stacks through membrane; same material as membrane.

B. Sheathing Joint Tape: Heat resistant type, 4 inch wide, self adhering.

C. Insulation Joint Tape: Glass fiber reinforced type as recommended by insulation manufacturer, compatible with roofing materials; 6 inches wide; self adhering.

D. Insulation Fasteners: Appropriate for purpose intendedand approved by Factory Mutual and roofing manufacturer.

1. Length as required for thickness of insulation material and penetration of deck substrate, with metal washers.

E. Membrane Adhesive: As recommended by membrane manufacturer.

F. Surface Conditioner for Adhesives: Compatible with membrane and adhesives.

G. Thinners and Cleaners: As recommended by adhesive manufacturer, compatible with membrane.

H. Insulation Adhesive: As recommended by insulation manufacturer.

I. Insulation Perimeter Restraint: Stainless steel edge device configured to restrain insulation boards in position and provide top flashing over ballast.

J. Sealants: As recommended by membrane manufacturer.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 5 of 7

K. Walkway Pads: Suitable for maintenance traffic, contrasting color or otherwise visually distinctive from roof membrane.

1. Composition: Roofing membrane manufacturer's standard.

2. Size: 18 by 18 inch.

3. Surface Color: White or yellow.

4. Products:

a. W.R. Meadows, Inc.; Whitewalk: www.wrmeadows.com.

b. Substitutions: See Section 01 6000 - Product Requirements.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Perform work in accordance with NRCA Roofing and Waterproofing Manual and manufacturer's instructions.

B. Do not apply roofing membrane during unsuitable weather.

C. Do not apply roofing membrane when ambient temperature is outside the temperature range recommended by manufacturer.

D. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.

E. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

F. Coordinate the work with installation of associated counterflashings installed by other sections as the work of this section proceeds.

3.02 EXAMINATION

A. Verify that surfaces and site conditions are ready to receive work.

B. Verify deck is supported and secure.

C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system.

D. Verify deck surfaces are dry and free of snow or ice.

E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips are in place.

3.03 METAL DECK PREPARATION

A. Install deck sheathing on metal deck:

1. Lay with long side at right angle to flutes; stagger end joints; provide support at ends.

2. Cut sheathing cleanly and accurately at roof breaks and protrusions to provide smooth surface.

3. Tape joints.

4. Mechanically fasten sheathing to roof deck, in accordance with Factory Mutual recommendations and roofing manufacturer's instructions.

a. Over entire roof area, fasten sheathing using 6 fasteners with washers per sheathing board.

b. At roof perimeter to a distance of 4 ft in from edges, fasten sheathing using 6 fasteners with washers per board.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 6 of 7

3.04 VAPOR RETARDER AND INSULATION - UNDER MEMBRANE

A. Attachment of Insulation:

1. Mechanically fasten insulation to deck in accordance with roofing manufacturer's instructions and

Factory Mutual requirements.

B. Lay subsequent layers of insulation with joints staggered minimum 6 inch from joints of preceding layer.

C. Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions.

D. On metal deck, place boards parallel to flutes with insulation board edges bearing on deck flutes.

E. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.

F. Tape joints of insulation in accordance with roofing and insulation manufacturers' instructions.

G. At roof drains, use factory-tapered boards to slope down to roof drains over a distance of 24 inches.

H. Do not apply more insulation than can be covered with membrane in same day.

3.05 MEMBRANE APPLICATION

A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.

B. Shingle joints on sloped substrate in direction of drainage.

C. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge.

D. At intersections with vertical surfaces:

1. Extend membrane over cant strips and up a minimum of 4 inches onto vertical surfaces.

2. Fully adhere flexible flashing over membrane and up to nailing strips.

E. Around roof penetrations, seal flanges and flashings with flexible flashing.

F. Install roofing expansion joints where indicated. Make joints watertight.

1. Install prefabricated joint components in accordance with manufacturer's instructions.

G. Coordinate installation of roof drains and sumps and related flashings.

3.06 FIELD QUALITY CONTROL

A. See Section 01 4000 - Quality Requirements, for general requirements for field quality control and inspection.

B. Require site attendance of roofing and insulation material manufacturers daily during installation of the Work.

3.07 CLEANING

A. See Section 01 7419 - Construction Waste Management and Disposal, for additional requirements.

B. Remove bituminous markings from finished surfaces.

C. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions.

D. Repair or replace defaced or damaged finishes caused by work of this section.

3.08 PROTECTION

A. Protect installed roofing and flashings from construction operations.

THERMOPLASTIC MEMBRANE ROOFING Section 07 5400 - Page 7 of 7

B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials.

END OF SECTION 07 5400

TEXAS

1014 SAILMASTER STREET

SEAUX+PIERCE architecture L.L.C

AUSTIN, TX. 78734

P: (512) 419-9301

DATE

c SEAUX+PIERCE architecture

SHEETSOF

PROJECT NO.

2025-09

REVISED NOTES

CONSTRUCTION DOCUMENTS

WWW.SEAUXPIERCE.COM

K E Y N O T E S / G E N E R A L N O T E S

LOUISIANA

Galloway Park Concession Stand Project

A2.2

RE

G ISTERED ARCHITECT

STATE O F TEXAS

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NE A. SEAUX -PIERCE

16943

06.05.2026

17 Aug 2026 | 09:59:38

6-5-2026 Permit Review Submittal

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REFLECTED CEILING PLAN

1601 S Water Street Burnet, Texas 78611

FEMA ID: 964547: Site 85E, DI: 1728214 City of Burnet PID: CIPSP-2026B

CEILING TYPE LEGEND

PVC PLANK

METAL PLANK

PLYWOOD EQ. PLATFORM

ROOM FINISH SCHEDULE

CONDITIONED SPACE

PORCH / PATIO

UNCONDITIONED SPACE

ROOM NAME

Womens

Mens

Concessions

Storage

Covered Porch

Janitor/Plumbing

Elec./Mech.

Closet

ROOM #

CLG. HT.

8'-8"

8'-8"

8'-8"

8'-8"

8'-8"

8'-8"

8'-8"

8'-8"

FINISHES

CLG.

C1

C1

C1

C1

C2

C3

C1

C1

FLR.

F1

F1

F1

F1

F2

F2

F2

F2

BASE

B1

B1

B1

B1

WALL

W1

W1

W1/W2

W1/W2

W1

W1

W1

W1

SQ. FT.

352.03

334.00

525.78

200.00

1,411.81 ft²

5,765.78

5,765.78 ft²

143.33

40.00

76.67

260.00 ft²

7,437.59 ft²

REMARKS

RE: PLAN P-TAGS FOR WALLS WITH PANELING

RE: PLAN P-TAGS FOR WALLS WITH PANELING

RE: RCP FOR CEILING HEIGHT

COMPONENTS:

FLOOR

TYPE:

WALL

CEILING

DESCRIPTION:

EPOXY; SEALED, COLOR BY OWNERF1

FINISH EXPLENATIONS

BASE

F2

W1

16" PVC PLANK; RUN VERICALY FLR-CLG; RE: SPECIFICATIONSW2

4" FORMED EPOXY COVE, COLOR TO MATCH FLOOR

16" PVC PLANK; RE: SPECIFICATIONS.C1

6" METAL PLANK, RE: SPECIFICATIONSC2

CONCRETE; SEALED

EPOXY PAINTED CMU. USE PAINT THAT CAN BE WIPED CLEAN, COLOR BY OWNER

C3 OPEN TO STRUCTURE

B1

ROOF LEGEND

OUTSIDE OF STUD

*ATTIC DRAFTSTOP ACCESS

DOOR

36" X 36" MIN. LOCKABLE ATTIC

ACCESS

6" GUTTER

5" DOWNSPOUT

EXHAUST VENT

A

8/17/2026 ADDENDUM #1

1 2 3 4

1 2 3 4

U P

W1W1W1

FEC

F1

AHU-2

AHU-1

ERV-1

Womens

A: 352 sf

Mens

A: 334 sf

Janitor/Plumbing

A: 143 sf

Closet

A: 77 sf

Storage

A: 200 sf

Concessions

A: 526 sf

Elec./Mech.

A: 40 sf

Covered Porch

A: 5,766 sf

C2

C1C1

C1C1

C1

C1

C1C1

C1C1

C1

C1

C2

C2 C2

C2C2C2

C2

C2

C2C2C2 C2

C2C2 C2

C2C2 C2C2 C2

C2C2

C1 C1C1

C1 C1C1

C2

C2 C1

C1

C1

C1

C2

C1

C2 C2 C2

C2C2 C2

C2C2 C2

8'-8"

8'-8"

8'-8"

8'-8"10'-8"

8'-8" 10'-8"

8'-8"

8'-8"

8'-8"

8'-8" 8'-8"

OPEN

3/4" PLYWOOD

MECHANICAL DECK

3/4" PLYWOOD

MECHANICAL DECK

SCALE: 1/8" = 1'-0"

21 1st Floor RCP 0 4' 8' 16'

8/17/2026

KEYED NOTES BY SYMBOL ' '

GENERAL NOTES

A. REFER TO SHEET P0.00 - PLUMBING GENERAL NOTES AND P0.01 - PLUMBING SPECIFICATIONS

FOR MORE INFORMATION.

B. VERIFY EXACT LOCATION OF ALL EXISTING PIPING IN FIELD.

C. REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION.

D. COORDINATE WORK SO THAT INTERFERENCES BETWEEN PIPING, DUCTWORK, EQUIPMENT,

PLUMBING WORK, ELECTRICAL WORK, AND BUILDING STRUCTURE WILL BE AVOIDED.

E. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION GREATER THAN 45° AND WHERE

REQUIRED BY CODE.

F. DOMESTIC WATER PIPING ROUTED IN EXTERIOR WALLS AND ANY UN-HEATED SPACES SHALL

HAVE MINIMUM OF 1-1/2" CLOSED CELL POLYMER PIPE INSULATION AND SHALL HAVE HEAT

TRACE PROTECTION. COORDINATE WITH ELECTRICAL CONTRACTOR FOR HEAT TRACE POWER

AND CIRCUITRY.

G. PROVIDE ACCESSIBLE TRAP PRIMER AT ALL FLOOR DRAINS, FLOOR SINKS & HUB DRAINS.

PROVIDE ACCESS PANELS AS REQUIRED.

H. REFERENCE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES NOT SHOWN ON

PLANS.

I. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT AND COORDINATE

INSTALLATION WITH THE GENERAL CONTRACTOR.

J. DO NOT ROUTE PIPING ABOVE ELECTRICAL PANELBOARDS OR SWITCHBOARDS UNLESS

SEPARATED BY A STRUCTURAL FLOOR OR MOUNTED MINIMUM 6-FEET ABOVE THE TOP OF THE

ELECTRICAL EQUIPMENT. PROVIDE DRIP SHIELDS BENEATH ALL PIPING THAT IS INSTALLED

ABOVE ELECTRICAL EQUIPMENT.

K. ALL PENETRATIONS THROUGH ROOF SHALL NOT VOID ROOF WARRANTY. COORDINATE WITH

ROOFING CONTRACTOR.

L. OFFSET PIPING AS REQUIRED TO AVOID STRUCTURE.

1. REFER TO CIVIL ENGINEERING DRAWINGS FOR CONTINUATION.

2. PROVIDE NEW UNDERGROUND WATER SERVICE PIPING TO BUILDING WITH SHUT OFF VALVE IN

UNDERGROUND VALVE BOX. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO

CONSTRUCTION.

3. PROVIDE EXTERIOR SANITARY CLEANOUT. COORDINATE EXACT LOCATION WITH ARCHITECT

PRIOR TO CONSTRUCTION. REFER TO DETAIL ON SHEET P5.00 FOR REQUIREMENTS.

4. ALL WATER SUPPLY PIPING BELOW SLAB SHALL BE HDPE (LARGER THAN 1-INCH) OR PEX

(1-INCH AND SMALLER) IN A PVC SLEEVE MINIMUM TWO SIZES LARGER THAN THE NOMINAL

PIPE SIZE WITH LONG RADIUS SWEEPS. COORDINATE WITH GENERAL CONTRACTOR PRIOR TO

CONSTRUCTION.

5. STUB UP WATER SUPPLY PIPING IN PLANTER AREA, AND CAP FOR LANDSCAPE CONNECTION.

1 2 3 4

Womens

Mens

Janitor/Plumbing

Closet

Storage

Concessions

Elec./Mech.

Covered Porch

1 2 3 4

U P

FEC

A

A

B

B

C

C

D

D

E F

F

G

G

H

H

I

I

1 1

2 2

6 6

7 7

8 8 x x x x

IM IM

R

EFR

EF

BO

X

R

EF

BO

X

R

EF

P2.00

P2.00

2"DCW

(UNDERGROUND)

4"SS

DCO

4"SS

3/4"DCW

(UNDERGROUND)

2"PVC SLEEVE

UNDERGROUND

0 8 16 24

1/8" = 1'-0"

N

SCALE: P1.00

1 PLUMBING OVERALL PLAN

P1.00

PLUMBING OVERALL PLAN

TEXAS

1014 SAILMASTER STREET

SEAUX+PIERCE architecture L.L.C

AUSTIN, TX. 78734

P: (512) 419-9301

DATE

c SEAUX+PIERCE architecture

PROJECT NO.

26-007

REVISED NOTES

100% CONSTRUCTION SET

WWW.SEAUXPIERCE.COM

K E Y N O T E S / G E N E R A L N O T E S

LOUISIANA

Galloway Park Concession Stand Project

06 July 2026

07.23.2026 CITY COMMENTS #1

1601 S Water Street

Burnet, Texas 78611

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE

AND SHALL REMAIN THE PROPERTY OF POWER FORWARD, PLLC. THESE

DOCUMENTS ARE NOT THE BE USED OR ALTERED, IN WHOLE OR IN PART,

FOR ANY PURPOSE OTHER THAN THE ORIGINAL INTENDED USE.

POWER FORWARD, PLLC

5412 N SYRACUSE ST

PORTLAND, OR 97203

(512) 956-2971

TBPELS FIRM #:F-22791

COPYRIGHT © 2026

08.10.2026 ADDENDUM #1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FEC

C O

C O

C O

A

B

C

D

1 2 3 4 5

SHEET NO.

PID: CIPSP-2026B

C

IT

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FF=1249.00

FF=1249.00

FF=1249.00

FF=1249.00

FF=1247.00

FF=1247.00

N

SPOT ELEVATION

GRADE BREAK

EXPANSION JOINT

TOOLED CONT. JOINT

LEGEND:

X.XX

(BY OTHERS)

TO BE REMOVED

EXIST. CONC. SLAB

FOOPTRINT (TYP.)

WITHIN THE CONST.

REMOVE ALL CONC.

FOOPTRINT (TYP.)

WITHIN THE CONST.

REMOVE ALL CONC.

TO REMAIN

EXIST. DUGOUT SLAB

TO REMAIN

EXIST. DUGOUT SLAB

JOINT (TYP.)

TOOLED CONT.

JOINT (TYP.)

TOOLED CONT.

SEE CITY STD. DET.

EXPANSION JOINT (TYP.)

20" O.C. (TYP.)

INSTALL SMOOTH DOWEL AT

WHEN ABUTTING ADJ. EXIST. CONC.

1245.70

SWK EDGE

1246.40

SWK EDGE

1246.35

SWK EDGE

1246.35

SWK EDGE

1245.95

SWK EDGE

1245.92

SWK EDGE

1246.55

SWK EDGE

1246.60

SWK EDGE

(TYP.)

SWK EDGE

MATCH EX.

(TYP.)

SWK EDGE

MATCH EX.

(TYP.)

SWK EDGE

MATCH EX.

(TYP.)

1246.55

SWK EDGE

MATCH EX.

APPROX. 1246.2

SWK EDGE

MATCH EXIST. SLAB

1%

5%

1247.00

SWK EDGE 1246.50

SWK EDGE

1247.00

SWK EDGE

5%5%

5%

TO MATCH EXIST. GRADE

DISTURBED AREAS AS NEEDED

5% GRADE AND SOD

APPROX. 1244.8

TO DRAIN

GRADE AS NEEDED

2% MIN.

1246.59

SWK EDGE

1246.71

SWK EDGE

AND 4% LONGITUDINAL RUN

TO CREATE A 2% CROSS SLOPE

REMOVE EXISTNG SWK (5') AS NEEDED

1246.10

SWK EDGE

1247.00

SWK EDGE

1246.92

RAMP EDGE

SWK EDGE 1246.30

SWK EDGE

FF=1249.00

1246.10

EX. NG

1246.45

SWK EDGE

1246.50

SWK EDGE

2%

(TYP.)

GRADE BREAK

1246.96

SWK EDGE

1246.75

SWK EDGE

%2

1246.55

SWK EDGE

1246.44

SWK EDGE

1246.65

SWK EDGE

1246.75

SWK EDGE

1246.65

SWK EDGE

151050 20 30

SCALE: 1"=10'

TOP GRATE 1245.60

TO DRAIN

GRADE AS NEEDED

1%

MIN

1247.00

SWK EDGE 1247.20

SWK EDGE

1247.05

SWK EDGE

1247.00

SWK EDGE

1246.90

SWK EDGE

.5

V A R

IE

S

5%-9%

VARIES

.5

-3

V A

R

IE

S APPROX. 1246

SWK EDGE

MATCH EXIST. SLAB

DISTRUBED AREAS.

9. CONTRACTOR SHALL ESTABLISH BERMUDA GRASS IN ALL

FOR COMPACTION TESTING IF COMPACTED SOIL REACHES 18" OR LESS.

. CONTRACTOR SHALL CALL THE CITY'S GEOTECH TESTING COMPANY8

EXPANSION JOINTS WITH LANDSCAPE.

7. CONTRACTOR SHALL COORDINATE CONTRACTION AND

OTHERWISE ON THIS DRAWING.

EITHER 12' OR 15' AS SPACE ALLOWS UNLESS SHOWN

6. CONTRACTION TOOLED JOINTS SHALL BE SPACED AT

OR SIDEWALK AND BUILDING/WALL.

BE SPACED AT 45' OR ADJACENT TO SIDEWALK AND CURB

INTO ADJACENT CONCRETE AT 24" O.C. JOINTS SHALL

5. ALL EXPANSION JOINTS SHALL BE SMOOTH DOWELED

NOTED.

OF CURB OR EDGE OF CONCRETE, UNLESS OTHERWISE

4. ALL DIMENSIONS ARE TO CENTER OF JOINT, BACK

EQUAL.

REFLE-RUBER BRAND, TREATED CORK, OR APPROVED

BLADE CUTS SHALL BE ALLOWED. JOINTS SHALL BE

3. ALL CONTRACTION JOINTS SHALL BE TOOLED. NO

SIKAFLEX-211 GRAY JOINT SEALANT.

2. ALL EXPANSION JOINTS SHALL BE COVERED WITH

1. SEE CITY DETAILS FOR EXPANSION AND TOOLED JOINTS.

NOTES:

SEE CITY STD. DET.

EXPANSION JOINT (TYP.)

E:2957483.04

N:10240793.64

CENTER COORD:

BLDG COLUMN

E:2957634.18

N:10240858.52

CENTER COORD:

BLDG COLUMN

FOR DETAL

& LANDSCAPE

SEE STRUCTURAL

BEGIN GRAVEL

INSTALL 6" CURB

END SIDEWALK

APPROX. 1246.2

SWK EDGE

GRADE TO DRAIN

1246.53

SWK EDGE

1246.35

INLINE DRAIN

GRADE BREAK

C1.0

1246.45

GRADE BREAK

1245.68

(TYP.)

SWK EDGE

MATCH EX.

SEE DRAINAGE PLAN

EL=1245.50

PROP STORM INLET

1245.89

SWK EDGE

1245.80

GRADE BREAK

APPROX. 1246.2

SLAB

MATCH EXIST.

GRADE BREAK

1246.47

GRADE BREAK

1246.78

SWK EDGE

(TYP.)

AND INSTALL BERMUDA SOD

ON EITHER SIDE OF CHANNEL

AND REGRADE ON 10:1

INSTALL DRAIN CHANNEL

GRADE BREAK

PLACE BERMUDA SOD

AROUND INLET AND

REGRADE ON 6:1

SEE DRAINAGE PLAN

EL=1245.90

PROP STORM INLET

S

IT

E P

L A

N

FEC

N

151050 20 30

SCALE: 1"=10'

1 - 2" METER

1 - LARGE METER BOX

1 - 3"x2" REDUCER

INSTALL:

FIELD VERIFY LOCATION

TIE INTO EXIST WATER LINE

BASE BID

SEE BEDDING DETAILS

2" POLY PIPE (SDR-9)

INSTALL RUBBER SEALS

BEGIN 4" PIPE SLEEVE

AT SLEEVE RISER

INSTALL MIN. 4' SWEEP

(TYP.)

INSTALL CLEANOUT

ON 1%90 LF 4" PVC SDR-35

CAP TO WEST

CONNECT & INSTALL CO

FIELD LOCATE EXIST. WW SVC

BASE BID

EX. 4" WW

AS NEEDED

REMOVE EX. WW SVC

MEP ROOM

AND TERMINATE INSIDE

INSTALL 4' SWEEP

BEND AS NEEDED

INTERCEPT 2" CONDUIT

BASE BID

PER CITY STANDARDS

INSTALL 121' OF 4" CONDUIT

ALTERNATE BID 1

CONNECT TO 3" CONDUIT

INSTALL REDUCER &

TERMINATE 4" CONDUIT

CONNECT TO 3" CONDUIT

INSTALL REDUCER &

TERMINATE 4" CONDUIT

INSTALL 4" - 4' SWEEP

BID ALT. 1

INSTALL 4" - 4' SWEEP

BID ALT. 1

INSTALL 4" - 4' 60° SWEEP

BID ALT. 14' 60° SWEEP

INSTALL 4"

BID ALT. 1

PER CITY STANDARDS

INSTALL 90' OF 4" CONDUIT

ALTERNATE BID 1

PER CITY STANDARDS

INSTALL 95' OF 4" CONDUIT

ALTERNATE BID 1

INSTALL 4" - 4' 60° SWEEP

BID ALT. 1

4'- 60° SWEEP

INSTALL 4"

BID ALT. 1

CONNECT TO 3" CONDUIT

INSTALL REDUCER &

TERMINATE 4" CONDUIT

CONNECT TO 3" CONDUIT

INSTALL REDUCER &

TERMINATE 4" CONDUIT

C2.0

4. PIPE BEDDING SHALL BE WASHED SAND.

3. REFER TO MEP DRAWINGS FOR ADDITIONAL UTILITY TIE-IN INFO.

TIE-INS WITH THE CITY ENGINEER OR DESIGNEE.

2. CONTRACTOR SHALL COORDINATE ELECTRIC, WASTEWATER, & WATER

ELECTRICAL CONSTRUCTION.

THE CITY OF AUSTIN STANDARDS FOR WET UTILITIES AND PEC FOR

DETAIL OR SPECIFICATION IS MISSING, THE CONTRACTOR SHALL USE

STANDARD DETAILS AND SPECIFICATIONS. IN THE EVENT THAT A

1. ALL CONSTRUCTION SHALL BE DONE PER THE CITY OF BURNET

NOTES:

AS NEEDED

REMOVE

EX. WATER SVC

AS NEEDED

REMOVE

ABAND. 3" WATER

W/ 4" CASING

2" POLY PIPE (SDR-9)

BY THE CITY

INSTALLED

METER & BOX

AS NEEDED

REMOVE

ABAND. 3" WATER

A

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