SOL_EXH_F.7_405-25R0004309_SOW.pdf

PDF 16 MB Posted Feb 25, 2025

Attached to: DPS HQ PT TRACK AND FIELD RENOVATIONS
Solicitation number: 405-25R0004309
Issued by: Travis County, Austin City, Texas

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Written by GovTribe AI · Mar 3, 2025

This file contains a comprehensive procurement package from the Texas Department of Public Safety (DPS) for renovating their PT Track and Field facility at their headquarters campus in Austin, Texas. The project includes installation of synthetic grass fields, synthetic running track, concrete sport court, metal pavilion, concrete retaining walls, potable water lines, security lighting, site grading, and drainage systems. Electronic bids are due by March 25, 2025 at 5:00 PM Central Time, with mandatory pre-bid site visits scheduled for March 4 and March 6, 2025 at 5805 N Lamar Blvd in Austin. The contract term runs from purchase order issuance through August 31, 2025, with possible twelve-month extensions. The scope includes six alternate bid items beyond the base bid requirements.

The procurement requires bidders to break down pricing into labor, materials, and overhead/profit components. There are significant HUB subcontracting requirements with goals ranging from 11.2% for heavy construction to 32.9% for special trade construction, requiring submission of a detailed HUB Subcontracting Plan. Performance and payment bonds are mandatory for contracts exceeding $100,000 and $25,000 respectively. The project requires compliance with prevailing wage rates and includes a 10% retainage on final payment. While no specific budget is provided, the extensive technical specifications and complex requirements suggest a significant capital investment.

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TXDPS Facilities Bureau

TEXAS DEPARTMENT OF PUBLIC SAFETY

Headquarters Campus PT Track & Field

The Texas Department of Public Safety (TXDPS) is requesting bid responses for renovating the PT field and track at the TXDPS Headquarters Campus in Austin, TX. See the attached scope of work, plans, and manual for more information.

Project Location:

Headquarters Campus PT Track & Field

5085 North Lamar Blvd.

Austin, Texas 78752

Department of Public Safety Contract Department of Public Safety Site Monitor: Contact:

Victoria Madero Victoria Madero

PH: 512-424-5546 PH: 512-424-5546

Victoria.Madero@dps.texas.gov Victoria.Madero@dps.texas.gov

NOTE: Building contacts will be identified to the bidders for the respective locations for site visits and future access.

Access times for each phase of construction must be scheduled ahead of actual work.

Table of Contents Section 1.0 SCOPE OF WORK

Exhibits:

Exhibit A DPS PT Track & Field Plans Exhibit B DPS Project Manual mailto:Victoria.Madero@dps.texas.gov mailto:Victoria.Madero@dps.texas.gov

SECTION 1.0 SCOPE OF WORK

1.01 SCOPE OF WORK

This section outlines the scope of work included to renovate the existing PT Track & Field. The contractor is responsible for including all means and methods necessary to complete this portion of the project. In general, the work includes, but is not limited to the following items:

1. See Plans Exhibit for complete understanding of demolition and construction scope. This list is generic in nature for major items and intended only to give an overview of general project scope.

a. Demolish existing track and equipment (except tires)

b. Reroute existing water line

c. Construct running track as detailed in the attached plans, Exhibit A

Refer to Exhibit B, DPS Project Manual, for scope of the project.

The contractor shall submit a project schedule with an anticipated completion date of 08/31/2025.

The contractor shall submit the project base bid and separate add alternate bids.

1.02 ADD ALTERNATES

1. Add Alternates 1-5:

a. See specs for Add Alternates 1-5 in Exhibit B, DPS Project Manual, section ALTERNATES 01 23 00

– ALTERNATES.

2. Add Alternate 6:

a. 12 CY (cubic yards) of dirt from the existing DPS PT field to be loaded and transported to the following address for DPS ceremonial purposes:

810 Co Rd 240, Florence, TX 76527

1.03 QUALITY CONTROL

1. The contractor is responsible for properly disposing of all debris, including trash or construction debris, associated with this project. Removal shall not utilize a TXDPS dumpster or equipment unless authorized by the TXDPS Building Manager.

2. TXDPS will identify an exterior staging area/ entry for use by the contractor. This temporary storage must be maintained in a neat orderly manner and restored to original condition upon completion.

3. Any container used as part of this contract is subject to inspection upon being located on the TXDPS property.

4. The contractor shall efficiently schedule all work to ensure work will be done in as few calendar days as possible for optimum installation to meet the manufacturer’s warranty requirements. All work shall be continuous to ensure the facility impact is minimal with limited disruptions. Every effort shall be made to

5. Eliminate downtime and get the TX DPS operations back in service as quickly and safely as possible. Once the bid award is made, the exact dates will be coordinated.

6. All work will be performed by qualified craft persons with a minimum of (3) three years of experience in the field. It shall be the contractor’s responsibility to provide only skilled qualified workers for this project.

7. The new work shall comply with the state and local ordinances.

1.04 PERFORMANCE REQUIREMENTS

1. All work shall be considered new unless otherwise indicated.

2. The Contractor shall check and verify all dimensions, notes, and conditions in the installation area on site before any construction work is started. All discrepancies shall be reported to TXDPS in writing. No extra charge of compensation will be allowed on account of any difference between actual measurements and measurements or dimensions supplied by TXDPS, either verbally or in written form.

3. The Contractor shall assume full responsibility for the accuracy, fit, and stability of all parts of the work.

4. All labor, materials, and installations must comply with the codes, rules, and regulations of local, state, and federal authorities having jurisdiction. Any discrepancy between the requirements of the plans, specifications, and said codes, rules, and regulations shall be immediately brought to the attention of the TXDPS Facilities Department in writing for resolution.

5. The Contractor shall provide all necessary protection of existing work and newly added work.

6. The Contractor shall be responsible for adequately bracing and protecting all work during construction against damage, breakage, collapse, distortion, and misalignment according to applicable codes and standards.

7. Working hours will be between 7:00 am and 5:00 pm during the week and during the weekend if necessary.

If additional time is necessary for the specified products, the schedule must be coordinated with TXDPS before any work begins.

8. The Contractor shall repair and restore to its original condition all work and items damaged as a result of building operations and shall leave the work completed to the true intent of the plans and specifications and to the satisfaction of TXDPS.

9. Any disturbance or damage to the existing building, site or utilities resulting from either directly or indirectly from the building operations shall be promptly repaired, restored or replaced to the satisfaction of TXDPS at no additional cost to TXDPS.

10. All materials and construction to be incorporated in the work shall be in strict accordance with the latest editions of IBC and shall conform to the standards and recommendations of the various trade institutes where applicable.

1.05 SCHEDULING

1. The contractor will, within 30 days of receipt of purchase order, supply the DPS contract monitor with a project schedule. This site is an active training facility. Schedules will be worked to cause the least disruption to the training in progress.

2. Prior approval must be received from local TXDPS staff if scheduled project tasks may impact regular TXDPS facility operational schedule.

1.06 SPECIAL CONSIDERATIONS

1. Even if it is not anticipated, the contractor may be required to shut down operations during the project for an unforeseen State of Texas emergency. In this event, the contractor will be required to finish any open work, secure the site staging area, and evacuate his personnel as safely but as quickly as possible from the property. Notification to return to work will be issued as soon as possible from authorized DPS personnel.

2. Propane tanks, gas cylinders, or other flammable/hazardous materials must be secured and stored in a safe, industry-acceptable manner when in use or when they are being stored for future use at this or any DPS facility. Storage locations and quantities are to be identified to the affected Building Manager for the duration of the contract.

3. Contractor vehicles used for the transport of personnel or materials shall be locked with the emergency brake set and the ignition key removed when left unattended. Parking or storage must be located only in approved areas determined by the local building manager. The Department of Public Safety shall not be responsible for damage by others to contract or Personal vehicles left on the project site. Any vehicle or equipment without an ignition key starter shall be rendered inoperable if left overnight. Also, any Vehicle or large equipment with a common industrial type of ignition source shall be rendered inoperable if left overnight. Security and safety of tools or equipment shall be the responsibility of the contractor during work and after regular business hours. Items such as ladders must be removed and secured prohibiting unauthorized access to the facility.

4. The facility shall not be left open by removal of any building component without prior knowledge of the DPS Building Manager. All removed openings are to be left secure with new products at the end of each workday or reasonably secured with 3/4” plywood or industry-standard plugs. Temporary fillers must be cut to size and screwed securely into the opening in the event new component material need to be altered if the first attempt fails to fit an opening.

5. Contractor will be required to provide operation demonstration to the identified staff for future maintenance needs along with other information on warranty, maintenance manuals or other related details. Warranty information is subject to approval by Department of Public Safety’s Legal Section. Counsel may advise as to the warranty details that are not in compliance to state law or must be changed not to violate agency policy.

6. Work will be performed in secure facilities in each Region. Contract work crews are subject to Background checks prior to allowing access to these facilities. This includes all workers associated with the contractor or their respective sub- contractors.

7. Documents will be provided to the primary contractor for distribution to their affected personnel or sub-contractors. The Department of Public Safety a Police organization and will make every effort to enforce applicable State of Texas, Federal and International laws. Persons with outstanding warrants shall be subject to immediate arrest. Persons with criminal histories may not be allowed in secure DPS facilities.

Nondisclosure statements may be required when working on or within certain DPS locations.

1.07 PRECONSTRUCTION CONFERENCE

1. A preconstruction conference will be held after award with TXDPS Staff to include the Project Manager, Electrician and Plumber, Contractor, and involved trades to discuss all aspects of the project. The Contractor's foreman or field representative will be required to attend this conference.

2. TXDPS shall reserve the right to require an alternate superintendent and/or foreman.

3. The preconstruction conference shall not be held until all specified submittals have been received, reviewed, and accepted by TXDPS’s Contact.

4. Delivery of materials and commencement of construction shall not proceed until the preconstruction conference is held. Delays in obtaining a complete set of submittals shall not extend the contracted completion date.

1.08 EMERGENCY RESPONSE

1. The Contractor shall provide TXDPS with after-hours (24 hour) emergency telephone numbers of the Contractor’s superintendent and foreman.

2. The Contractor must respond to emergency situations or calls within two (2) hours.

1.09 DEFINITIONS

1. TXDPS: Texas Department of Public Safety = Owner.

2. Contractor/Contractor: Primary party responsible for coordination of their own employees or their respective sub-contractor groups to complete the contract project to meet these specifications.

3. Installer/Applicator/Erector: Entity engaged by the Construction Manager as an employee, Subcontractor, or Sub- subcontractor to perform a particular construction operation, including installation, erection, application, and similar operations.

4. TXDPS Contact: The owner's primary representative for this project has the authority to communicate project details and accept or deny final installation completion.

5. TDLR-TAS: Texas Department of Licensing and Regulation – Texas Accessibility Standards.

1.10 WARRANTY

1. The installer shall furnish a single, written warranty covering 100% of the new material and labor costs, protecting the owner, for a period of one (1) year from the date of Substantial Completion.

2. In the event of component damage from the use of incompatible materials, or during installation, any accident, mishandling, improper transportation methods, or negligence on the part of the Contractor or Sub-Contractor forces, the Primary Contractor shall be responsible for the replacement at no cost to the

TXDPS.

3. Refer to specific sections of the specification for systems and product warranty requirements. Verify with the Manufacturer of proposed systems and products that specified warranty requirements are acceptable, without exception, prior to selecting materials for use on this project.

4. Submit a full Contractor's Guarantee of the Work to be free from defects in materials and workmanship upon Substantial Completion and prior to final payment. This Guarantee shall be for a period of one (1) year from the date of Substantial Completion and shall be signed by a Principal of the Contractor’s firm and sealed if a corporation.

5. If requested by the TXDPS Contact, submit a letter from the manufacturer acknowledging that the completed Work is acceptable and that the warranty remains in effect.

1.11 FINAL INSPECTION AND PAYMENT

1. Inspections: TXDPS, the Architect of Record, and a third party, where needed, will conduct inspections of the project to verify that work is generally in compliance with the project intent, Contract Documents, and specifications prior to issuing payments to the Contractor. Inspections will be done by the TXDPS Contact or designated representative and may be conducted at any time prior to payments and, at a minimum, prior to final payments to the Contractor.

2. Final Inspection: The Contractor and the TXDPS Contact or designated representative shall provide a comprehensive final inspection after completion of the project. All application errors shall be addressed and final punch list items completed prior to rendering any final payments.

EXHIBIT A

DPS PT Track & Field Plans

TEXAS DEPARTMENT OF PUBLIC SAFETY

5805 NORTH LAMAR BOULEVARD

AUSTIN, TEXAS 78752

TEXAS DEPARTMENT OF PUBLIC SAFETY

PT TRACK AND FIELD

SHEET INDEX

LANDSCAPE

G001 General Notes and Legends G002 Project Control Plan LX100 - LX102 Existing Conditions & Demo Plan LC100 - LC102 Construction Layout LC200 Overall Northing/Easting Layout LG100 - LG102 Grading Layout LP100 - LP102 Planting Layout LD500 - LD501 Landscape Details

CIVIL

CE101 Erosion Control Plan CH101 Storm Sewer Plan CU101 Utility Plan

STRUCTURAL

S-001 General Notes S-002 Abbreviations S-003 - S-004 Typical Foundation Details S-111 Foundation Plan

ELECTRICAL

E-001 Electrical Legends and Abbreviations

ES100 Electrical Site Plan

E-601 - E-602 Electrical Details and Schedules

MECHANICAL

M-111 Mechanical Floor Plan

LOCATION MAP

N.T.S. NORTH

APPROVED BY:

Victoria Madero, Project Manager Date

Jessica Warren, Facilities Director Date

100% CONSTRUCTION DOCUMENT SET

02/24/2025

BURNS ST.D

D R

HIST

E C

OF ET

CAANDS EP A

OSTER SISCO

2 2 7 0

02/24/2025

General Notes and Legends

G001

SITE DEMOLITION GENERAL NOTES

CALL BEFORE YOU DIG: THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE AND

MATERIAL OF ALL UTILITIES THAT WILL BE AFFECTED BY CONSTRUCTION OPERATIONS PRIOR

TO BREAKING GROUND, DEMOLITION, OR CONSTRUCTION, THE CONTRACTOR SHALL

CONTACT ALL AFFECTED UTILITIES 48 HOURS PRIOR TO THE START OF DEMOLITION, THIS

INCLUDES, BUT IS NOT LIMITED TO CONTACTING THE APPROPRIATE ONE-CALL UTILITY

NOTIFICATION SERVICE, I.E. TEXAS811 (800) 344-8377

PREPARE THE PROJECT SITE AND DESIGNATED EASEMENTS FOR CONSTRUCTION

OPERATIONS BY REMOVING AND DISPOSING OF ALL OBSTRUCTIONS, WHEN REMOVAL OF

SUCH OBSTRUCTIONS IS NOT SPECIFICALLY SHOWN ON THE PLANS, IT SHALL BE

CONSIDERED INTEGRAL TO THE NEW CONSTRUCTION BID ITEM

PROTECT DESIGNATED FEATURES ON THE RIGHT OF WAY AND PRUNE TREES AND SHRUBS

AS DIRECTED. DO NOT PARK EQUIPMENT, SERVICE EQUIPMENT, STORE MATERIALS, OR

DISTURB THE ROOT AREA UNDER THE BRANCHES OF TREES DESIGNATED FOR

PRESERVATION

NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ITEMS NOT SHOWN ON THE PLANS

AND NOT REASONABLY DETECTABLE (BURIED WITH NO OBVIOUS INDICATION OF PRESENCE)

ARE ENCOUNTERED AND REQUIRED TO BE REMOVED

REMOVE OBSTRUCTIONS NOT DESIGNATED FOR PRESERVATION TO A DEPTH OF 2 FEET

BELOW NATURAL GROUND IN AREAS RECEIVING EMBANKMENT (FILL), REMOVE

OBSTRUCTIONS TO A DEPTH OF 2 FEET BELOW THE EXCAVATION LEVEL IN AREAS TO BE

EXCAVATED (CUT), REMOVE OBSTRUCTIONS TO A DEPTH OF 1 FOOT BELOW NATURAL

GROUND IN ALL OTHER AREAS, AND CUT TREES AND STUMPS LEVEL WITH EXISTING GRADE,

UNLESS OTHERWISE SHOWN ON CONSTRUCTION DOCUMENTS; BACKFILL, COMPACT, AND

RESTORE AREAS WHERE OBSTRUCTIONS HAVE BEEN REMOVED WITH APPROVED FILL

MATERIAL

THE CONTRACTOR SHALL ACCEPT OWNERSHIP AND DISPOSE OF REMOVED MATERIALS AND

DEBRIS AT LOCATIONS OFF SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REQUIREMENTS, UNLESS OTHERWISE SHOWN ON CONSTRUCTION DOCUMENTS

STOCKPILE MATERIALS DESIGNATED SALVAGEABLE AT DESIGNATED SITES WHEN SHOWN ON

THE PLANS OR AS DIRECTED; PREPARE STOCKPILE SITE BY REMOVING VEGETATION AND

TRASH AND BY PROVIDING FOR PROPER DRAINAGE; MATERIAL NOT DESIGNATED TO BE

SALVAGED WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF

IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS

EXCAVATE (CUT) AREAS AS SHOWN ON THE PLANS OR AS DIRECTED; REMOVE MATERIALS

ENCOUNTERED TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE

CONSTRUCTION DOCUMENTS; ACCEPT OWNERSHIP OF UNSUITABLE OR EXCESS MATERIAL

AND DISPOSE OF MATERIAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REGULATIONS AT LOCATIONS OFF SITE; MAINTAIN DRAINAGE IN THE EXCAVATED AREA TO

AVOID DAMAGE TO AREAS OF CUT/FILL; CORRECT ANY DAMAGE TO THE SUBGRADE CAUSED

BY WEATHER AT NO ADDITIONAL COST

THE CONTRACTOR SHALL FURNISH APPROVED FILL MATERIAL CAPABLE OF FORMING A

STABLE EMBANKMENT FROM REQUIRED EXCAVATION IN THE AREAS SHOWN ON THE

CONSTRUCTION DOCUMENTS FROM APPROVED SOURCES OFF SITE

SALVAGE AND STOCKPILE THE EXISTING TOPSOIL IN ALL AREAS IN WHICH GRADE CHANGE

WILL OCCUR IN ORDER TO PROVIDE A MINIMUM 2 FOOT DEPTH IN ALL PLANTING AREAS; USE

EASILY CULTIVATED, FERTILE TOPSOIL THAT IS FREE FROM OBJECTIONABLE MATERIAL AND

RESISTS EROSION; SECURE ADDITIONAL TOPSOIL IF NECESSARY, FROM APPROVED

SOURCES

THE SCOPE OF WORK SHALL INCLUDE DISPOSAL OF ALL DEBRIS ASSOCIATED WITH

DEMOLITION AND CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL COORDINATION, INSPECTION, AND TESTING REQUIRED FOR LAWFUL DISPOSAL AS

REQUIRED BY THE OWNER, LOCAL AND STATE CODE

WHERE EXISTING UTILITIES AND/OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE

CONTRACTOR SHALL REPAIR THE UTILITY OR SERVICE LINES WITH THE SAME MATERIAL AND

CONSTRUCTION OR BETTER UNLESS OTHERWISE NOTED ON THE CONSTRUCTION

DOCUMENTS AT NO ADDITIONAL COST

THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF FIELD VERIFICATION AND

PROTECTION OF EXISTING CONDITIONS AND UTILITIES, THE ACTUAL HORIZONTAL OR

VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL

COMPENSATION

THE CONTRACTOR SHALL NOT BEGIN DEMOLITION OPERATIONS UNTIL WRITTEN

CONFIRMATION FROM THE OWNER HAS BEEN RECEIVED VERIFYING THAT ALL ITEMS TO BE

SALVAGED BY THE OWNER HAVE BEEN REMOVED FROM THE SITE

ALL DAMAGES TO THE OWNER'S PROPERTY ON THE PROJECT SITE PRIOR TO SUBSTANTIAL

COMPLETION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS APPROVED BY

THE OWNER, AT NO ADDITIONAL COST

EXISTING PAVING TO BE REMOVED SHALL BE SAW-CUT, OR REMOVED TO THE NEAREST

JOINT TO CREATE CLEAN EDGES TO TIE INTO THE NEW CONSTRUCTION

DEMOLITION DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE

CONTRACTOR; ANY DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT

IMMEDIATELY FOR RESOLUTION

THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF STORM WATER POLLUTION

PREVENTION, SITE DRAINAGE, DUST CONTROL, NOISE POLLUTION, TRAFFIC CONTROL,

SECURITY, FENCING, LIGHTING, PERMITTING, OR OTHER LOCAL OR STATE CODE

REQUIREMENTS REQUIRED FOR CONSTRUCTION OPERATIONS, UNLESS OTHERWISE SHOWN

ON CONSTRUCTION DOCUMENTS

CONTRACTOR IS RESPONSIBLE TO

CONTACT UTILITIES & ONE CALL SYSTEM

14 DAYS PRIOR TO DIGGING

ALL SECTIONS DIGTEST @ 1-800-344-8377

SITE / GRADING GENERAL NOTES

THE CONTRACTOR`S WORK SHALL INCLUDE REMOVAL AND PROPER LEGAL DISPOSAL OF

DEBRIS REQUIRED FOR INSTALLATION OF ALL IMPROVEMENTS, CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION, INSPECTION, AND TESTING REQUIRED BY THE

OWNER AND/OR CITY

THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES 48 HOURS PRIOR TO

CONSTRUCTION INCLUDING BUT NOT LIMITED TO DIG TESS AT 1-800-344-8377

THE CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT

PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND

OTHER POLLUTANTS TO STORM WATER

DAMAGES TO EXISTING PROPERTY SHALL BE RESTORED BY THE CONTRACTOR TO THE

SAME CONDITION THAT EXISTED PRIOR TO CONSTRUCTION, THIS RESTORATION SHALL BE

PERFORMED AT NO COST TO THE OWNER AND IS SUBJECT TO THE OWNER`S APPROVAL

THE CONTRACTOR SHALL PERFORM THE GRADING WORK IN SUCH A MANNER SO AS TO

MINIMIZE THE IMPACT ON THE SITE

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND GRADES, NEW OR EXISTING

PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH

EXISTING OR NEW CONDITIONS. THE CONTRACTOR SHALL EMPLOY A LICENSED PUBLIC

SURVEYOR TO SET ALL GRADES, SPOT ELEVATIONS, FLOW LINES, ETC.

ALL UTILITIES MAY NOT BE SHOWN ON THE PLANS, IT SHALL BE THE CONTRACTORS

RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION, UTILITIES

DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED AT THE

CONTRACTOR`S EXPENSE

SHOULD ANY MODIFICATIONS BE REQUIRED TO THE PROPOSED SPOT GRADES DUE TO

CONDITIONS ENCOUNTERED IN THE FIELD , CONTACT THE LANDSCAPE ARCHITECT

IMMEDIATELY AND PRIOR TO MAKING ANY CHANGES

THE MAXIMUM CROSS-SLOPE ON AN ACCESSIBLE ROUTE SHALL BE 2.0%, INCLUDING

SIDEWALK; THE MAXIMUM LONGITUDINAL SLOPE ON AN ACCESSIBLE ROUTE SHALL BE

5.0%, INCLUDING SIDEWALK, THE CONTRACTOR SHALL PROVIDE A MAXIMUM 2% SLOPE IN

ACCESSIBLE PARKING SPACES IN ALL DIRECTIONS

CHANGES IN LEVEL UP TO 1/4-INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT,

CHANGES IN LEVEL BETWEEN 1/4-INCH AND 1/2-INCH SHALL BE BEVELED WITH A SLOPE

NO GREATER THAN 1:2, CHANGES IN LEVEL GREATER THAN 1/2-INCH SHALL BE

ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH TEXAS ACCESSIBILITY

STANDARDS

NEW CONCRETE ADJACENT TO ENTRY DOORS SHALL BE INSTALLED FLUSH WITH THE

FINISH FLOOR ELEVATION ACROSS THE ENTIRE WIDTH OF THE DOOR BEFORE SLOPING

AWAY TO PROVIDE POSITIVE DRAINAGE

ALL EXCAVATION IS UNCLASSIFIED AND INCLUDES GRADING AND EXCAVATION TO

ELEVATIONS INDICATED, REGARDLESS OF CHARACTER OF MATERIALS AND

OBSTRUCTIONS ENCOUNTERED, INCLUDING ROCK OR OTHER HARD MATERIALS

ANY AREA DISTURBED BY THE CONTRACTOR OUTSIDE THE SPECIFIED LIMITS OF THE

PROJECT MUST BE REGRADED AND SEEDED AS SPECIFIED, NO ADDITIONAL PAYMENT

WILL BE MADE FOR THIS ADDITIONAL WORK

NO DEPRESSIONS, "BIRD BATHS", ETC. SHALL BE PERMITTED IN THE PAVING, SHOULD ANY

MODIFICATIONS TO THE PROPOSED GRADING BE REQUIRED TO ACHIEVE POSITIVE

DRAINAGE, CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY BEFORE MAKING THE

CHANGES

CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND

DETAILS, SEAL ALL JOINTS WITH SELF-LEVELLING SL1

CONTRACTOR SHALL STAKE HARDSCAPE IMPROVEMENTS AND NOTIFY LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL

ALL GRADES SHOWN ON GRADING PLAN ARE FINISH GRADE ELEVATIONS UNLESS

OTHERWISE NOTED ON THE PLANS

ALL PLANTING AREAS AND PAVING SHALL HAVE POSITIVE DRAINAGE AWAY FROM

BUILDING FOOTPRINT, FINISHED GRADES SHALL BE DEFINED AS TOP OF PAVING SURFACE

VALVE BOXES, CLEANOUTS, AND OTHER SITE FEATURES AFFECTED BY NEW SITE

IMPROVEMENTS SHALL BE RAISED/LOWERED TO MEET NEW FINISHED GRADES

ALL WORK SHALL MEET PLANS, SPECIFICATIONS, CURRENT LOCAL AND STATE CODES

NOTES

· ALL SPOT GRADES ARE FINISH GRADES UNLESS OTHERWISE

NOTED.

· TURFGRASS SLOPES ARE NOT TO EXCEED 25%..

THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND

INCIDENTAL PART OF THE WORK. IN THE CASE THAT THE

EARTHWORK DOES NOT BALANCE, THE CONTRACTOR IS

RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH

HAUL OFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE

BID PROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE MADE ON A

UNIT PRICE BASIS OR BY ANY OTHER SEPARATE MEASURED

PAYMENT METHOD.

1. BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TO

ESTABLISH THE FINISHED GRADES AS SHOWN ON THIS PLAN.

NO SEPARATE PAYMENT WILL BE MADE.

2. REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS

MATERIAL.

3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD A

MINIMUM OF 6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREAS

OF CUT, THE GRADE SHALL BE EXCAVATED TO 6" BELOW FINISH

GRADE, THEN TOPSOIL SHALL BE RE-SPREAD ABOVE THE SUB

GRADE ELEVATION.

4. CONTRACTOR TO MAINTAIN EXISTING FINISH GRADES AND

DRAINAGE DESIGN FOR THIS PROJECT AREA, AS DETAILED IN

THE SPECIFICATIONS.

5. IF NECESSARY TO CARRY OUT THE PROPOSED WORK, THE

TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONE BY

AN INDEPENDENT REGISTERED, LICENSED SURVEYOR

APPROVED BY THE OWNER. THE SURVEYS SHALL BE SIGNED

AND SEALED BY THE APPROVED SURVEYOR.

6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

GRADES, NEW OR EXISTING PRIOR TO CONSTRUCTION, NOTIFY

THE PROJECT LANDSCAPE ARCHITECT OF ANY DISCREPANCIES

WITH EXISTING OR NEW CONDITIONS. THE CONTRACTOR SHALL

EMPLOY A LICENSED PUBLIC SURVEYOR TO SET ALL GRADES,

SPOT ELEVATIONS, FLOW LINES, ETC.

7. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACE

AREAS WITHIN THE SCOPE OF THIS PROJECT. CONTRACTOR

SHOULD TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF

WATER.

8. THE CONTRACTOR SHALL CONSTRUCT EARTHEN

EMBANKMENTS WITH SLOPES NO STEEPER THAN 3:1 AND

COMPACT SOIL TO 95% OF MAXIMUM DENSITY IN ACCORDANCE

WITH THE CITY OF AUSTIN STANDARD SPECIFICATIONS.

9. AREAS OF SOIL DISTURBANCE ARE LIMITED TO GRADING AND

IMPROVEMENTS SHOWN. ALL OTHER AREAS WILL NOT BE

DISTURBED.

DIRECTION OF FLOW

TOP OF PAVEMENT

TOP OF GRADE

TOP OF CURB

BOTTOM OF RAMP

TOP OF RAMP

MATCH EXISTING GRADE

TOP OF INLET

HIGH POINT

FLOW LINE

FINISH FLOOR ELEVATION

MEG

FFE

GRADING NOTES

GRADING LEGEND

509 EXISTING 1' CONTOUR

EXISTING 5' CONTOUR510

PROPERTY LINE

LOC LOC LIMITS OF CONSTRUCTION

509 PROPOSED 1' CONTOUR

PROPOSED 5' CONTOUR510

PROPOSED SPOT GRADE

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

EROSION AND ESTABLISHMENT NOTES

THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT AND

SPECIFICATIONS FOR REQUIREMENTS NOT LISTED HEREIN

THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES

PRIOR TO STARTING WORK

THE CONTRACTOR SHALL SUPPLY ALL MATERIALS NECESSARY TO PREVENT

EROSION AND SEDIMENTATION FROM THE CONSTRUCTION ACTIVITIES, AND TO

ESTABLISH NECESSARY VEGETATIVE COVER ADJACENT TO NEW CONSTRUCTION

PER TCEQ REQUIREMENTS

ANY SOD INSTALLED ADJACENT TO PAVEMENT TO ESTABLISH VEGETATIVE COVER

FOLLOWING CONSTRUCTION SHALL BE OF A WARM-SEASON TURF, NON-SEEDING

VARIETY

ALL PLANTS INSTALLED BY THE CONTRACTOR SHALL BE WATERED THOROUGHLY

TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING, ALL PLANTS SHALL

THEN BE WATERED WEEKLY OR MORE OFTEN AS NEEDED DURING THE FIRST

GROWING SEASON

ALL TEMPORARY EROSION CONTROL MEASURES & SILT FENCING FOR THE

PROPOSED CONSTRUCTION SHALL BE REMOVED BY CONTRACTOR FOLLOWING THE

ESTABLISHMENT OF THE NEW CONSTRUCTION AND VEGETATIVE COVER

CONSTRUCTION NOTES

CONSTRUCTION SEQUENCE NOTES

NOTE: BELOW IS GENERAL SEQUENCE OF CONSTRUCTION. THE

ENGINEER OF RECORD SHALL UPDATE

BELOW WITH NOTES SPECIFIC TO THE PROJECT.

1. REACH OUT TO THE CITY FOR PRE-CONSTRUCTION MEETING

AND CONSTRUCTION PERMIT.

2. SET-UP E/S CONTROLS AND TREE PROTECTION AND REACH

OUT TO CITY FOR INSPECTION.

3. SET UP TEMPORARY TRAFFIC CONTROLS.

4. CONSTRUCT THE DRAINAGE PONDS AND STORM WATER

FEATURES.

5. START UTILITY, ROAD, GRADING, FRANCHISE UTILITY AND ALL

NECESSARY INFRASTRUCTURE CONSTRUCTION. [NOTE: PLEASE

UPDATE AS PER THE PROJECT]

6. REQUEST FINAL WALKTHROUGH AND CONDUCT

WALKTHROUGH WITH ENGINEER OF RECORD AND CITY

DEPARTMENT.

7. ENGINEER OF RECORD IS RESPONSIBLE TO PREPARE AND

SUBMIT CLOSEOUT DOCUMENTS FOR PROJECT CLOSEOUT.

EXAMINATION OF SITE OF WORK

BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY

EXAMINE THE SITE OF WORK. EACH BIDDER SHALL INFORM

HIMSELF/HERSELF PRIOR TO BIDDING AS TO THE EXISTING

CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO

BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUM TO

COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE

WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO

ALLOWANCE WILL BE MADE TO ANY BIDDER BECAUSE OF LACK

OF SUCH EXAMINATION OR KNOWLEDGE. THE SUBMISSION OF A

BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THAT

THE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT

CONDITIONS.

CONCRETE FORMWORK AND REINFORCEMENT

THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO THE

PLANNED PLACEMENT OF CONCRETE. THE OWNER'S

REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THE

FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT

OF CONCRETE

CONCRETE FINISH AND JOINTS

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE

SAMPLE PANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH

OF CONCRETE PAVEMENT. THE SURFACE FINISHES SHALL BE AS

APPROVED BY THE OWNER'S REPRESENTATIVE. ANY CONCRETE

PLACED WITH AN IMPROPER FINISH SHALL BE REMOVED AND

REPLACED AT THE CONTRACTOR'S EXPENSE. ALL

CONTRACTION JOINTS SHALL ADHERE TO SPECIFICATIONS. ANY

CONCRETE JOINTS THAT DO NOT ADHERE TO THE TIME FRAME

AND INSTRUCTION OF THE SPECIFICATIONS, AND IN THE

OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVE

SHRINKAGE CRACKS DUE TO FAILING TO ADHERE TO THE

SPECIFICATIONS FOR JOINTS, SHALL BE REMOVED AND

REPLACED AT THE CONTRACTOR'S EXPENSE.

ALIGNMENT AND TANGENCY OF PAVEMENTS

THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR

SMOOTH CURVES (AS DELINEATED ON THE PLANS) WITH NO

INTERRUPTIONS SUCH AS CHORDS, WAVES, JOGS, OR MISSED

TANGENTS. PAVEMENT WITH SUCH INTERRUPTION SHALL BE

REMOVED.

CITY STANDARDS

ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH

THE CITY STANDARD, TEXAS DEPARTMENT OF PUBLIC SAFETY

CAMPUS SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION.

DIMENSIONS

DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF

FENCES, OR TO EDGES OF PAVEMENTS, UNLESS OTHERWISE

INDICATED. WRITTEN AND NUMBERED DIMENSIONS HOLD

PRECEDENCE OVER SCALED DIMENSIONS.

ADJUSTMENTS

IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN

ADJUSTMENT IN THE LAYOUT OR GRADE OF PROPOSED

IMPROVEMENTS, SUCH AN ADJUSTMENT SHALL BE PROPOSED

TO THE OWNER'S REPRESENTATIVE. NO ADJUSTMENT WILL BE

PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THE

OWNER'S REPRESENTATIVE.

GENERAL LAYOUT NOTES

1. REFER TO PLAN DRAWINGS FOR ANNOTATION AND LAYOUT OF

THE PROPOSED SITE DEMOLITION AND NEW CONSTRUCTION.

2. MAINTAIN A MIN. 5 FOOT WIDTH ON ALL SIDEWALKS FOR

HANDICAP ACCESSIBILITY.

3. ALL EXISTING AND PROPOSED SIDEWALKS, BARRIER FREE

RAMPS, HANDICAP PARKING, DRIVEWAY CROSSWALKS,

DRIVEWAYS, AND ACCESSIBLE ROUTES SHALL COMPLY WITH

A.D.A., T.A.S. AND CITY OF AUSTIN REQUIREMENTS. EXISTING

INFRASTRUCTURE WITHIN WORK AREA NOT COMPLYING

SHALL BE REMOVED AND REPLACED TO MEET STANDARDS.

ACCESSIBILITY NOTE

CONTRACTOR TO MAINTAIN ACCESSIBLE PATHS TO MAIN ENTRY OF

THE BUILDING AND TO ACTIVITY AREAS OF THE EXISTING SITE.

IF CONSTRUCTION POSES A POSSIBLE DISRUPTION TO ACCESSIBLE

PATHS, CONTRACTOR TO DEVELOP A PLAN FOR ACCESSIBLE

ROUTES TO BE MAINTAINED WHILE THE PROPOSED CONSTRUCTION

TAKES PLACE.

1. SLOPE OF THE PROPOSED FOR ACCESSIBLE ROUTES SHALL

COMPLY WITH TAS SECTION 402 INCLUDING A MAXIMUM CROSS

SLOPE 1:48 AND MAXIMUM RUNNING SLOPE 1:20.

2. ANY PROPOSED WALKING SURFACES THAT ARE A PART OF AN

ACCESSIBLE ROUTE SHALL COMPLY WITH TAS SECTION 403.

3. CONTRACTOR TO INSTALL PAVEMENT WITH SURFACE SLOPE OF

THE PROPOSED CONSTRUCTION PER CURRENT TEXAS

ACCESSIBILITY STANDARDS AND AMERICANS WITH DISABILITIES

ACT GUIDELINES, AND NOTIFY LANDSCAPE ARCHITECT IF THE

SITE CONDITIONS OF THE PROPOSED DO NOT ACHIEVE OR

POSE A CONFLICT WITH THESE STANDARDS.

Parkhill.com

PROJECT NO.

CLIENT

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Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

HIST

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02/24/2025 http://www.parkhill.com/

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

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WWWWWWW

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W W

W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWW

W W

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N LAMAR BLVD

W W

W W W W W W W W W W W W W W W W W W W W W W

W W

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UGE UGE UGEOHE OHE

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Ex O

H Ex

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Ex O

H Ex

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W W

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W W

W W W W W W W W W W W W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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X X X X

696 697698

2 69

1:120

1: 2001: 200 1: 13.33

1:120

1:200 1:100

1:100

1:25

1:75

01:75

1:120

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

WWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

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W W

D E

N S

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STREET

N LAMAR BLVD

TBM

SURVEY CONTROL

POINT

N = 10093275.69 E = 3119831.89

ELEVATION=704.27'

BLDG C

NORTH

0 40' 80'

Project Control Plan

G002

N - 10093275.69 E - 3119831.89

ELEV. 704.27

SURVEY CONTROL

POINT

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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Sa fe ty

T ra ck a nd F ie ld

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

FOR

INFORMATIONAL

PURPOSES

ONLY

AutoCAD SHX Text C

W W

WWWWW

BLDG C

D E

N S

O N

D R

BURNS

STREET

LOC

LOC LOC

LOC

LOC LOC

LOC LOC LOC

LOCLOCLOC

LOC

LOCLOCLOCLOC

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

XXX

X X X X

686 685

EXISTING TREES

TO BE

PROTECTED

DURING

CONSTRUCTION

EXISTING TREE

TO BE

PROTECTED

DURING

CONSTRUCTION

(LIVE OAK 35" - IN)

EXISTING TREE

TO BE

PROTECTED

DURING

CONSTRUCTION

(LIVE OAK 30" - IN)

PORTION OF TRACK

DEMOLISHED BY

OTHERS

PROPERTY LINE

Overall Existing Conditions & Demolition Plan

LX100

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

\0 3_

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Te xa s D ep ar tm en t o f P ub lic

Sa fe ty

T ra ck a nd F ie ld

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

HIST

E C

OF ET

CAANDS EP A

OSTER SISCO

2 2 7 0

02/24/2025

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

509 EXISTING 1' CONTOUR

LEGEND

NOTE:

DISPOSAL OF ALL EXCESS/WASTE MATERIALS IS TO BE MADE

AT A REGISTERED LANDFILL.

CONTRACTOR IS TO NOTIFY CITY OF AUSTIN IF DISPOSAL SITE

IS INSIDE THE CITY'S JURISDICTIONAL BOUNDARIES.

DEMOLITION

1. THE CONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE

PRECISELY LOCATED. UTILITIES ARE SHOWN TO HELP MAKE THE

CONTRACTOR AWARE OF THEIR EXISTENCE. THIS MEASURE IS

TAKEN TO HELP PROTECT THE INVESTMENTS AND SERVICES OF

THE OWNERS, OF THE UTILITIES AND THEIR CUSTOMERS. THE

CONTRACTOR SHALL CALL TEXAS 811 FOR HELP IN LOCATING

UTILITIES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND

VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THE

CONTRACTOR SHALL ASCERTAIN WHETHER ANY ADDITIONAL

UTILITIES OR FACILITIES, OTHER THAN THOSE SHOWN ON THE

PLANS, MAY BE PRESENT ON THE SITE OF THE WORK.

3. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL NOTIFY THE OWNER OR A/E IF CONFLICTS OR POTENTIAL

CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE

PROPOSED CONSTRUCTION.

4. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL COORDINATE THE AFFECTED PARTS OF THE UTILITIES. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE AND

PROTECT ALL UTILITIES.

5. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE UTILITY OWNER

AND MAKE RESTITUTION FOR ANY UTILITY THAT IS DAMAGED BY

THE CONTRACTOR DURING THE COURSE OF THE WORK.

6. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER AND

MAKE RESTITUTION FOR ANY DAMAGE TO THE EXISTING COMPLEX

BY THE CONTRACTOR DURING THE COURSE OF THE WORK.

7. COORDINATE DEMOLITION PHASING WITH CIVIL, LANDSCAPE,

ARCHITECTURAL/ STRUCTURAL, AND ELECTRICAL DISCIPLINES.

8. ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS

REPAIRS DUE TO DEMOLITION ACTIVITIES.

PROPERTY LINE

EXISTING TREE

TREE PROTECTION

CONTRACTOR IS RESPONSIBLE TO CONTACT UTILITIES

& ONE CALL SYSTEM 14 DAYS PRIOR TO DIGGING.

ALL SECTIONS DIGTESS @ 1-800-344-8377

HTTPS://TEXAS811.ORG

EXISTING 5' CONTOUR

TRACK SURFACE TO BE REMOVED

LOC LOC

LIMITS OF CONSTRUCTION -

3" MIN. PECAN SHELL MULCH WITHIN

TREE PROTECTION

AND PROPERLY DISPOSED OF

(FENCE LINE TO BE VERIFIED ON SITE)

NORTH

0 40' 80'

N - 10093275.69 E - 3119831.89

ELEV. 704.27

SURVEY CONTROL

POINT

TREE PROTECTION NOTE:

1. CONTRACTOR SHALL PROVIDE 3" OF

PECAN MULCH WITHIN THE CRITICAL

ROOT ZONE.

2. CONTRACTOR SHALL HIRE A LICENSED

ARBORIST TO TRIM ANY LIMBS, ROOTS,

OR TRUNK AT THE CONTRACTOR'S EXPENSE.

3. ANY BACKFILL REQUIRE PER PLANS WITHIN

THE TREES "DRIP LINE" SHALL CONSIST OF

NATIVE TOPSOIL FREE FROM ROCKS, TRASH,

DEBRIS, ECT.

W W

W W W

W W

WWWWWWWWWW

LOC

LOC LOC LOC LOC

LOC LOC LOC

LOC LOC LOC LOC LOC

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOC

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

XXXXX

X X X X X

EXISTING SIGNAGE TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

EXISTING SIGNAGE TO BE

REMOVED AND

DISPOSED OF BY

CONTRACTOR DURING

CONSTRUCTION

EXISTING TREES TO

BE PROTECTED

DURING

CONSTRUCTION,

CONTRACTOR TO

FILL ROOT ZONE

WITHIN T.P. FENCE

WITH MAX. 3" PECAN

SHELL MULCH, REF.

SPECS

14,364 S.F. TOTAL OF

TRACK TO BE REMOVED

AND DISPOSED OF BY

CONTRACTOR DURING

CONSTRUCTION

EXISTING TREE TO

BE PROTECTED

DURING

CONSTRUCTION

(LIVE OAK 30"- IN)

EXISTING SITE

EQUIPMENT TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

EXISTING SITE

EQUIPMENT TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

EXISTING SITE

EQUIPMENT TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

EXISTING SIGNAGE TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

EXISTING TREE TO

BE PROTECTED

DURING

CONSTRUCTION

(LIVE OAK 35"-IN)

PORTION OF TRACK TO

BE DEMOLISHED BY

OTHERS

CONTRACTOR

TO FILL ROOT

ZONE WITHIN

T.P. FENCE WITH

MAX. 3" PECAN

SHELL MULCH,

REF. SPECS

CONTRACTOR TO LOCATE

EXISTING WATERLINE. REF

TO CIVIL CU101 AND SPECS

FOR PROPOSED

CONTRACTOR TO STRIP AND

PRESERVE 3" DEPTH OF

TOPSOIL FOR INSIDE TRACK.

STOCK PILE ON-SITE IN

ACCORDANCE WITH TCEQ,

AND DELIVER PER OWNER'S

INSTRUCTION TO NEW

DESTINATION.

PROPERTY LINE

Existing Conditions & Demolition Plan

LX101

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

\0 3_

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G , 2

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Te xa s D ep ar tm en t o f P ub lic

Sa fe ty

T ra ck a nd F ie ld

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

HIST

E C

OF ET

CAANDS EP A

OSTER SISCO

2 2 7 0

02/24/2025

ATC

LIN

E - LX102

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

509 EXISTING 1' CONTOUR

LEGEND

NOTE:

DISPOSAL OF ALL EXCESS/WASTE MATERIALS IS TO BE MADE

AT A REGISTERED LANDFILL.

CONTRACTOR IS TO NOTIFY CITY OF AUSTIN IF DISPOSAL SITE

IS INSIDE THE CITY'S JURISDICTIONAL BOUNDARIES.

DEMOLITION

1. THE CONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE

PRECISELY LOCATED. UTILITIES ARE SHOWN TO HELP MAKE THE

CONTRACTOR AWARE OF THEIR EXISTENCE. THIS MEASURE IS

TAKEN TO HELP PROTECT THE INVESTMENTS AND SERVICES OF

THE OWNERS, OF THE UTILITIES AND THEIR CUSTOMERS. THE

CONTRACTOR SHALL CALL TEXAS 811 FOR HELP IN LOCATING

UTILITIES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND

VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THE

CONTRACTOR SHALL ASCERTAIN WHETHER ANY ADDITIONAL

UTILITIES OR FACILITIES, OTHER THAN THOSE SHOWN ON THE

PLANS, MAY BE PRESENT ON THE SITE OF THE WORK.

3. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL NOTIFY THE OWNER OR A/E IF CONFLICTS OR POTENTIAL

CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE

PROPOSED CONSTRUCTION.

4. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL COORDINATE THE AFFECTED PARTS OF THE UTILITIES. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE AND

PROTECT ALL UTILITIES.

5. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE UTILITY OWNER

AND MAKE RESTITUTION FOR ANY UTILITY THAT IS DAMAGED BY

THE CONTRACTOR DURING THE COURSE OF THE WORK.

6. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER AND

MAKE RESTITUTION FOR ANY DAMAGE TO THE EXISTING COMPLEX

BY THE CONTRACTOR DURING THE COURSE OF THE WORK.

7. COORDINATE DEMOLITION PHASING WITH CIVIL, LANDSCAPE,

ARCHITECTURAL/ STRUCTURAL, AND ELECTRICAL DISCIPLINES.

8. ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS

REPAIRS DUE TO DEMOLITION ACTIVITIES.

PROPERTY LINE

EXISTING TREE

TREE PROTECTION

CONTRACTOR IS RESPONSIBLE TO CONTACT UTILITIES

& ONE CALL SYSTEM 14 DAYS PRIOR TO DIGGING.

ALL SECTIONS DIGTESS @ 1-800-344-8377

HTTPS://TEXAS811.ORG

EXISTING 5' CONTOUR

TRACK SURFACE TO BE REMOVED

LOC LOC

LIMITS OF CONSTRUCTION -

3" MIN. PECAN SHELL MULCH WITHIN

TREE PROTECTION

AND PROPERLY DISPOSED OF

(FENCE LINE TO BE VERIFIED ON SITE)

NORTH

0 20' 40'

N - 10093275.69 E - 3119831.89

ELEV. 704.27

SURVEY CONTROL

POINT

TREE PROTECTION NOTE:

1. CONTRACTOR SHALL PROVIDE 3" OF

PECAN MULCH WITHIN THE CRITICAL

ROOT ZONE.

2. CONTRACTOR SHALL HIRE A LICENSED

ARBORIST TO TRIM ANY LIMBS, ROOTS,

OR TRUNK AT THE CONTRACTOR'S EXPENSE.

3. ANY BACKFILL REQUIRE PER PLANS WITHIN

THE TREES "DRIP LINE" SHALL CONSIST OF

NATIVE TOPSOIL FREE FROM ROCKS, TRASH,

DEBRIS, ECT.

BLDG C

LOC

LOC LOC LOC LOC LOC LOC LOC

LOC

LOCLOCLOCLOCLOCLOC

LOC

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

X X

686 685

EXISTING SIGNAGE TO

BE REMOVED AND

DISPOSED OF BY

CONTRACTOR DURING

CONSTRUCTION

14,364 S.F. TOTAL OF

TRACK TO BE REMOVED

AND DISPOSED OF BY

CONTRACTOR DURING

CONSTRUCTION

EXISTING TREE TO

BE PROTECTED

DURING

CONSTRUCTION

(LIVE OAK 35" - IN)

70 S.F. OF CONCRETE

TO BE REMOVED AND

DISPOSED OF BY

CONTRACTOR

DURING

CONSTRUCTION

16 L.F. OF CURB TO BE

REMOVED AND

DISPOSED OF BY

CONTRACTOR DURING

CONSTRUCTION

PORTION OF TRACK TO

BE DEMOLISHED BY

OTHERS

CONTRACTOR TO FILL

ROOT ZONE WITHIN

T.P. FENCE WITH MAX.

3" PECAN SHELL

MULCH, REF. SPECS

CONTRACTOR TO STRIP

AND PRESERVE 3"

DEPTH OF TOPSOIL

FOR INSIDE TRACK.

STOCK PILE ON-SITE IN

ACCORDANCE WITH

TCEQ, AND DELIVER

PER OWNER'S

INSTRUCTION TO NEW

DESTINATION.

EXISTING SITE

EQUIPMENT TO BE

REMOVED AND DISPOSED

OF BY CONTRACTOR

DURING CONSTRUCTION

CONTRACTOR TO

LOCATE EXISTING

WATERLINE. REF. TO

CIVIL CU101 AND

SPECS FOR PROPOSED

5 L.F. OF CURB TO BE

REMOVED

Existing Conditions & Demolition Plan

LX102

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

\0 3_

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1_ D

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-4

.D W

G , 2

/1 0/

P M

, g hu ffa ke r

Te xa s D ep ar tm en t o f P ub lic

Sa fe ty

T ra ck a nd F ie ld

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

HIST

E C

OF ET

CAANDS EP A

OSTER SISCO

2 2 7 0

02/24/2025

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

509 EXISTING 1' CONTOUR

LEGEND

NOTE:

DISPOSAL OF ALL EXCESS/WASTE MATERIALS IS TO BE MADE

AT A REGISTERED LANDFILL.

CONTRACTOR IS TO NOTIFY CITY OF AUSTIN IF DISPOSAL SITE

IS INSIDE THE CITY'S JURISDICTIONAL BOUNDARIES.

DEMOLITION

1. THE CONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE

PRECISELY LOCATED. UTILITIES ARE SHOWN TO HELP MAKE THE

CONTRACTOR AWARE OF THEIR EXISTENCE. THIS MEASURE IS

TAKEN TO HELP PROTECT THE INVESTMENTS AND SERVICES OF

THE OWNERS, OF THE UTILITIES AND THEIR CUSTOMERS. THE

CONTRACTOR SHALL CALL TEXAS 811 FOR HELP IN LOCATING

UTILITIES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND

VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING

UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THE

CONTRACTOR SHALL ASCERTAIN WHETHER ANY ADDITIONAL

UTILITIES OR FACILITIES, OTHER THAN THOSE SHOWN ON THE

PLANS, MAY BE PRESENT ON THE SITE OF THE WORK.

3. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL NOTIFY THE OWNER OR A/E IF CONFLICTS OR POTENTIAL

CONFLICTS OCCUR BETWEEN EXISTING UTILITIES AND THE

PROPOSED CONSTRUCTION.

4. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR

SHALL COORDINATE THE AFFECTED PARTS OF THE UTILITIES. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE AND

PROTECT ALL UTILITIES.

5. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE UTILITY OWNER

AND MAKE RESTITUTION FOR ANY UTILITY THAT IS DAMAGED BY

THE CONTRACTOR DURING THE COURSE OF THE WORK.

6. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER AND

MAKE RESTITUTION FOR ANY DAMAGE TO THE EXISTING COMPLEX

BY THE CONTRACTOR DURING THE COURSE OF THE WORK.

7. COORDINATE DEMOLITION PHASING WITH CIVIL, LANDSCAPE,

ARCHITECTURAL/ STRUCTURAL, AND ELECTRICAL DISCIPLINES.

8. ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS

REPAIRS DUE TO DEMOLITION ACTIVITIES.

PROPERTY LINE

EXISTING TREE

TREE PROTECTION

CONTRACTOR IS RESPONSIBLE TO CONTACT UTILITIES

& ONE CALL SYSTEM 14 DAYS PRIOR TO DIGGING.

ALL SECTIONS DIGTESS @ 1-800-344-8377

HTTPS://TEXAS811.ORG

EXISTING 5' CONTOUR

TRACK SURFACE TO BE REMOVED

LOC LOC

LIMITS OF CONSTRUCTION -

3" MIN. PECAN SHELL MULCH WITHIN

TREE PROTECTION

AND PROPERLY DISPOSED OF

(FENCE LINE TO BE VERIFIED ON SITE)

NORTH

0 20' 40'

N - 10093275.69 E - 3119831.89

ELEV. 704.27

SURVEY CONTROL

POINT

TREE PROTECTION NOTE:

1. CONTRACTOR SHALL PROVIDE 3" OF

PECAN MULCH WITHIN THE CRITICAL

ROOT ZONE.

2. CONTRACTOR SHALL HIRE A LICENSED

ARBORIST TO TRIM ANY LIMBS, ROOTS,

OR TRUNK AT THE CONTRACTOR'S EXPENSE.

3. ANY BACKFILL REQUIRE PER PLANS WITHIN

THE TREES "DRIP LINE" SHALL CONSIST OF

NATIVE TOPSOIL FREE FROM ROCKS, TRASH,

DEBRIS, ECT.

C H

- L

W W

W W W W W W W W W W W W W W W W W W W W W W

W W

WWWWW

BLDG C

D E

N S

O N

D R

BURNS

STREET

XXX

X X X X

℄CURB

UGE UGE UGEOHE OHE

16' RADIUS

HALF-CRZ

(NO CONSTRUCTION WITHIN

THIS AREA)

CONTRACTOR TO AIR SPADE

OR HAND TROWEL FOR

MAJOR ROOTS, CONTRACTOR

TO DEFER TO ARBORIST'S

RECOMMENDATION FOR ANY

ROOT >1" DIA UNCOVERED

DURING EXCAVATION WITHIN

CIRCLE.

18' RADIUS

HALF-CRZ

(NO CUT/FILL >4")

CONTRACTOR TO AIR

SPADE OR HAND TROWEL

FOR MAJOR ROOTS,

CONTRACTOR TO DEFER

TO ARBORIST'S

RECOMMENDATION FOR

ANY ROOT >1" DIA

UNCOVERED DURING

EXCAVATION WITHIN

CIRCLE.

PROPOSED CONC

PAVEMENT ON SLOPE

WITH CONNECTION TO

RAMP.

100'

346'

8'26.38'

147.38' 174.62'

21'

TO CENTER

PROPOSED CONC

RETAINING WALL

6" CONCRETE SITE

PAVING WITH

THICKENED EDGE

ALTERNATE NO.4: SHADE

PAVILION AND CONCRETE

SLAB, REF STRUCTURAL

SHEETS, TYP

Overall Construction Layout

LC100

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

\0 3_

N \0

1_ D

W G

D \0

\L C

W G

, 2 /1

, g hu ffa ke r

Te xa s D ep ar tm en t o f P ub lic

Sa fe ty

T ra ck a nd F ie ld

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

43502.24

- 02/24/2025 Issue For Bid

HIST

E C

OF ET

CAANDS EP A

OSTER SISCO

2 2 7 0

02/24/2025

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

LEGEND

SYNTHETIC RUNNING TRACK

SURFACING AS SPEC'D

SYNTHETIC GRASS SURFACING -

RECREATIONAL/IMPACT PER DET. C2/LD501

LIMITS OF CONSTRUCTION - (FENCE

LINE TO BE VERIFIED ON SITE)

LOC

SYNTHETIC GRASS SURFACING -

LANDSCAPE PER DET. C1/LD501

TREE PROTECTION FENCE

6" CONCRETE PAD PER DET.

A1, A3, C1/LD500

LIGHT POLE, ADD ALT. #1, REF

ELECTRICAL

4"-6" CRUSHED GRANITE RIP RAP PER DET.

C2/LD500

NORTH

0 40' 80'

TREE PROTECTION NOTE:

1. CONTRACTOR SHALL PROVIDE 3" OF

PECAN MULCH WITHIN THE CRITICAL

ROOT ZONE.

2. CONTRACTOR SHALL HIRE A LICENSED

ARBORIST TO TRIM ANY LIMBS, ROOTS,

OR TRUNK AT THE CONTRACTOR'S EXPENSE.

3. ANY BACKFILL REQUIRE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 3, 2025.