IFB_6100_CLMC1160_00900_2_v1.pdf

Bidding Requirements, Contract Forms and Conditions of the Contract

Rev. Date 05/10/2021 Addendum 2 / 00900 Page 1 of 2

ADDENDUM

Section 00900

ADDENDUM NO. 2

Date: July 14, 2026

City of Austin

Project Name: Rutland Parkfield Roundabout

C.I.P. No. 13305.004 IFB No.: CLMC1160

This Addendum forms a part of the Contract and corrects or modifies original Bid Documents, issued on April 30, 2026. Acknowledge receipt of this addendum in space provided on bid form. Failure to do so may subject bidder to disqualification.

A. Project Manual Revisions:

1. Volume 1, Section 00300U Unit Price Bid Form. Remove and replace with attached updated 00300U. The 300U updates quantities for 110S-B Street Excavation, Plan

Quantity to 860 CY and quantity for 870S-A-4-W Work Zone Pavement Markings

(Removable) 4 inches in width, white in color to 4000 LF. It adds bid items 610-E Tree

Trunk Protection with quantity 11 EA and 642S Silt Fence with quantity 375 LF. It also replaces item SS0668-2 with item SS5061 Subsurface Utility Locate with quantity 11

EA.

2. Volume 1, replace technical specification SP430S Curb and Gutter at Truck Apron with the attached updated specification SP430S.

3. Volume 1, added special specification SS5061 Subsurface Utility Locate.

4. Design Plans, updated with revised index sheet, grading plan sheet, removal plan sheet, pavement plan sheet (2 of 2), and illumination plan sheet.

5. Design Plans, added standard detail for 5 inch mountable curb and gutter.

Rev. Date 05/10/2021 Addendum 2 / 00900 Page 2 of 2

Approved by E

This addendum consists of 18 pages/sheets.

Approved by OWNER

Clayton T. McNeal

Approved y ENGINEER/ARCHITECT (as applicable per license requirements)

END

C.J. Jones

Bidding Requirements, Contract Forms, and Conditions of the Contract

Table of Contents

Rev. Date 02/27/2026 Table of Contents Page 1 of 3

Document Revision Document Number Date Name

VOLUME 1

02/27/2026 Table of Contents

BIDDING REQUIREMENTS, CONTRACT FORMS, & CONDITIONS OF THE CONTRACT

00020 09/21/2023 Invitation for Bids 00100 09/21/2023 Instruction to Bidders 00300U 09/01/2021 Unit Price Bid Form

04/03/2020 Total Bid Form 00400 10/10/2022 Statement of Bidder’s Experience 00405 03/30/2018 Certification of Non-Suspension or Debarment 00410 09/21/2023 Statement of Bidder’s Safety Experience 00440 09/01/2025 Prohibited Activities 00450 09/21/2023 MBE/WBE No Goals Form 00500 02/04/2020 Agreement (SAMPLE) 00610 02/04/2020 Performance Bond 00620 02/04/2020 Payment Bond 00630 10/22/2019 Nondiscrimination Certificate 00631 03/30/2018 Title VI Assurances Appendix A 00632 03/30/2018 Title VI Assurances Appendix E 00650 06/08/2018 Certificate of Insurance 00670 01/11/2019 Sales Tax Exemption Certificate 00680 03/30/2018 Non-Use of Asbestos Affidavit (Prior to Construction) 00681 03/30/2018 Non-Use of Asbestos Affidavit (After Construction) 00700 10/03/2025 General Conditions 00810 02/28/2023 Supplemental General Conditions 00810A 06/21/2021 Federal Aid Assurances 00820 05/06/2022 Modifications to Bidding Requirements and Contract Forms 00830 10/01/2025 Wage Rates and Payroll Reporting 00830HH 10/01/2025 Wage Rates Heavy and Highway 00830WT 10/01/2023 Wage Rates and Payroll Reporting 00840 05/30/2025 Construction Training Program Requirements 00900 05/10/2021 Addendum (SAMPLE)

SPECIFICATIONS

Division 1 – General Requirements

01010 08/28/2020 Summary of Work 01050 10/19/2015 Grades Lines & Levels 01095 07/21/2003 Reference Standards and Definitions 01200 05/06/2022 Project Meetings 01300 05/06/2022 Submittals 01352 06/29/2018 Sustainable Construction Requirements 01353 04/29/2020 Construction Equipment Emissions Reduction Plan

Addendum 2

Rev. Date 02/27/2026 Table of Contents Page 2 of 3

01380 04/14/2023 Construction Photography & Videos 01500 05/09/2025 Temporary Facilities 01505 08/12/2019 Construction and Demolition Waste Management 01550 08/09/2012 Public Safety and Convenience 01900 03/12/2012 Prohibition of Asbestos Containing Materials 01900A 06/05/2006 Statement of Non-Inclusion of Asbestos Containing Material (E/A Prior to Design) 01900B 06/05/2006 Statement of Non-Inclusion of Asbestos Containing Material (E/A After

Design)

City Standard Technical Specifications

104S 09/26/2012 Removing Portland Cement Concrete 110S 11/18/2004 Street Excavation 130S 09/26/2012 Borrow 210S 2/24/2010 Flexible Base 315S 09/26/2012 Milling Asphaltic Concrete Pavement and Non-Portland Cement

Concrete Bases 340 03/20/2024 Asphaltic Concrete Pavement 360S 09/26/2012 Concrete Pavement 403S 04/14/2025 Concrete for Structures 407 04/13/2023 Fiber-Reinforced Concrete 430S 11/15/2011 P.C. Concrete Curb and Gutter 432S 1/4/2010 Portland Cement Concrete Sidewalks 433S 12/9/2008 P.C. Concrete Driveways 434S 11/13/2007 P.C. Concrete Medians and Islands 504S 2/24/2010 Adjusting Structures 506 2/22/2021 Manholes 610S 4/14/2025 Preservation of Trees and Other Vegetation 642S 9/01/2011 Silt Fence 700S 9/26/2012 Mobilization 702S 5/20/2002 Removal and Relocation of Existing Fences 802S 9/14/2021 Project Signs 803S 11/15/2011 Barricades, Signs and Traffic Handling 824S 2/24/2010 Traffic Signs 829S 8/20/2003 Designated Bicycle Lane Markings 841S 9/26/2012 Removal of Traffic Signals 842 9/22/2025 Removal of Signal Pole, Mast Arm, and Foundations 862S 5/05/2003 Temporary Removable Pavement Markings 863S 9/26/2012 Reflectorized Pavement Markers 870S 11/21/2005 Work Zone Pavement Markings 871S 6/21/2007 Reflectorized Pavement Markings 873S 2/24/2010 Raised Pavement Markings 874S 4/03/2009 Eliminating Existing Pavement Markings and Markers

Rev. Date 02/27/2026 Table of Contents Page 3 of 3

Special Provisions to City Standard Technical Specifications

SP130S 5/24/2019 Borrow & Topsoil SP430S 11/15/2011 P.C. Concrete Curb and Gutter SP432S 1/04/2010 Portland Cement Concrete Sidewalks SP434S 11/13/2007 P.C. Concrete Medians and Islands SP604S 6/17/2021 Seeding for Erosion Control SP829S 8/20/2003 Designated Bicycle Lanes Markings

Special Specifications SS423 06/2014 Retaining Walls SS496 06/2014 Removing Structures SS0668 10/16/2020 Poles, Pothole, Pull Box, Street Light, Foundation SS0734 12/18/1995 Conduit, URD, Polyvinyl Chloride (PVC), EB, DB SS1020 10/18/2024 Traffic Signal Cable Installation SS2010 07/03/2025 Detectable Warning Tactile Panel SS5061 07/2025 Subsurface Utility Locate

END

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 1 of 8

UNIT PRICE BID FORM

Section 00300U

The undersigned, in compliance with the Invitation for Bids for construction of the following

Project for the City of Austin, Texas:

Solicitation No.: CLMC1160

Project: 2022 SS4A Rutland/Parkfield Roundabout

CIP ID No.: 13305.004

Having examined the Project Manual, Drawings and Addenda, the site of the proposed Work and being familiar with all of the conditions surrounding construction of the proposed

Project, having conducted all inquiries, tests and investigations deemed necessary and proper; hereby proposes to furnish all labor, permits, material, machinery, tools, supplies and equipment, and incidentals, and to perform all Work required for construction of the

Project in accordance with the Project Manual, Drawings and Addenda within the time indicated.

Note: The Bidder will enter the line item subtotal in the “Amount” column below, which is the product of the estimated "Quantity" multiplied by the "Unit Price". Any mathematical errors will be corrected for the purpose of determining the correct Amount to be entered in the Bid Form. The Amounts, including any corrected Amounts, will then be totaled to determine the actual amount of the Bid.

Bid Item

Quantit y Unit Item Description

Unit

Price Amount

104S-A 1300 LF Remove P.C. Concrete Curb $ $

104S-C 8618 SF Remove P.C. Concrete Sidewalks and Driveways

110S-B 860 CY Street Excavation, Plan Quantity $ $

210S-A 180 CY Flexible Base $ $

315S-A 2120 SY Surface Milling $ $

340S-A-D 95 TON Hot Mix Asphaltic Concrete

Pavement Type D

340S-A-B 195 TON Hot Mix Asphaltic Concrete

Pavement Type B

340S-B-

2-D

2120 SY Hot Mix Asphaltic Concrete

Pavement, 2 inches, Type D Overlay

430S-B 1700 LF P.C. Concrete Curb and Gutter (Fine

Grading)

432S-4 8146 SF New P.C. Concrete Sidewalks, 5 inch thickness

432S-RP-

1B

20 EA P.C. Sidewalk Curb Ramp with

Pavers (Type 1B)

433S-B 1950 SF Flared Type I P.C. Concrete

Driveway

504S-3W 8 EA Adjusting Water Valve Boxes to

Grade

504S-4PB 9 EA Adjusting Pull Boxes to Grade $ $

506S-4 5 EA Minor Manhole Height Adjustment, 4’ Diameter

610-E 11 EA Tree Trunk Protection (Wood

Planking)

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 2 of 8

642S 375 LF Silt Fence for Erosion Control $ $

700S-TM 1 LS Total Mobilization Payment $ $

702S-A 220 LF Removing & Relocating Existing

Fence (All Types)

802S-B

CI.P.

4 EA C.I.P. Project Sign $ $

803S-CD 156 CD Barricades, Signs, and Traffic

Handling

824S 69 EA Traffic Signs $ $

829S-B 4 EA Type I Bicycle Lane Preferential

(Directional Arrow) Symbols, White in Color

829S-C 12 EA Type I Bicycle Lane (Bike Rider)

Symbol, White in Color

841S-TSR 2 EA Traffic Signal Removal $ $

863S-5 20 EA Reflectorized Pavement Markers Ty

II-C-R

870S-A-

4-W

4000 LF Work Zone Pavement Markings

(Removable), 4 inches in width, White in color.

870S-A-

4-Y

1900 LF Work Zone Pavement Markings

(Removable), 4 inches in width, Yellow in color.

871S-A-

4-90-Y

346 LF Reflectorized Type I Thermoplastic

Pavement Markings, 4 Inches in

Width, 90 Mil Thickness, Yellow in

Color

871S-A-

4-90-DY

730 LF Reflectorized Type I Thermoplastic

Pavement Markings, 4 Inches in

Width, 90 Mil Thickness, Double

Yellow in Color

871S-A-

4-90-W

1824 LF Reflectorized Type I Thermoplastic

Pavement Markings, 4 Inches in

Width, 90 Mil Thickness, White in

Color

871S-A-

8-90-W

120 LF Reflectorized Type I Thermoplastic

Pavement Markings, 8 Inches in

Width, 90 Mil Thickness, White in

Color

871S-A-

12-90-W

340 LF Reflectorized Type I Thermoplastic

Pavement Markings, 24 Inches in

Width, 90 Mil Thickness, White in

Color

873S-B-A 20 EA Class B, Raised Pavement Markings, Type II-A

874S-A-4 4700 LF Eliminating Existing Pavement

Markings: 4 inches in width

SP130S-B 48 CY Class B (Borrow) $ $

SP130S-T 8 CY Class C (Topsoil) $ $

SP430S-G 682 LF Mountable P.C. Concrete Curb and

Gutter at Truck Apron

SP432S-

BR

2250 SF Bike Ramps (Includes Ramp

Transitions, Terracotta Concrete, Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 3 of 8

Curb, Paint for Curb, and Detectable

Warning)

SP434S-

B-6

2630 SF 6 inch P.C. Concrete Medians and

Islands with Stamped Paver Pattern

SP604S 480 SY Seeding for Erosion Control $ $

SP829S-

M-ALT

21 EA Reflectorized Type I Thermoplastic

Green Backed Bike Path Markings, 100 Mils in Thickness

SS0668-3 10 EA Pull Box (17”x30”) $ $

SS0668-4 2 EA Install Pole 30FT (W/SGL 250 W

LED)

SS0668-

4A

3 EA Install Pole 30FT (W/DBL 250 W

LED)

SS0668-5 5 EA Foundation (Break-a-way 25/30’) $ $

SS0734-1 520 LF CONDT (PVC) (SCH 40)(2”) $ $

SS1020-

GW-FI

595 LF Traffic Signal Cable, Ground Wire, #6 Bare, FURNISH & INSTALL

SS1020-

S6B

595 LF Power Service Cable, Furnish and

Install, #6 Insulated, Black

SS1020-

S6W

595 LF Power Service Cable, Furnish and

Install, #6 Insulated, White

SS2010-1 24 EA Type I Detectable Warning Tactile

(12 in Width x 7 Ft Length)

SS5061 10 EA Subsurface Utility Locate $ $

BASE BID

(Words) (Figures)

• The “Base Bid” amount must be used in the MBE/WBE Compliance Plan Summary Page to determine subcontractor participation levels for the established MBE/WBE procurement goals.

• The “Base Bid” amount becomes the Bidder’s “TOTAL BID” if allowances and/or alternates are not included.

Notes:

1. MINIMUM WAGES: Workers on Project shall be paid not less than wage rates, including fringe benefits, as published by the Department of Labor (DOL) for Building

Construction and Heavy and Highway Trades “AS APPLICABLE” and/or the minimum

Wage required by City of Austin Ordinance No. 20160324-015, whichever is higher.

The Total Minimum Wage required can be met using any combination of cash and non-cash qualified fringe benefits provided the cash component meets or exceeds the minimum wage required.

Optional Information on Bid Prices Submitted by Computer Printout: In lieu of handwritten unit prices in figures in ink on the Bid forms above, Bidders, at their option, may submit an original computer printout sheet bearing certification by, and signature for, the Bidding firm.

The unit prices shown on acceptable printouts will be the unit prices used to tabulate the Bid and used in the Contract if awarded by the City. As a minimum, computer printouts must

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 4 of 8 contain all information and in the format shown on the attached page: "Example of Bid

Prices Submitted by Computer Printout" form.

If a computer printout is used, the Bidder must still execute that portion of the unit price

Bid form which acknowledges the Bid Guaranty, Time of Completion, Liquidated Damages, and all addenda that may have been issued.

Bids with unit prices by computer printout may be rejected, if:

1. The computer printout does not include the required certification, set forth in the attached “Example”.

2. The computer printout is not signed in the name of the firm to whom the Project

Manual was issued.

3. The computer printout is non-responsive or otherwise omits required Bid items or includes items not shown on the Bid forms in the Project Manual.

4. The other required Bid documents issued by the City are not fully executed as provided above.

5. The signed Section 00300U is not returned with the signed computer printout.

If the Bid submitted by the Bidder contains both the form furnished by the City, completed according to the instructions, and also a computer printout, completed according to the instructions, unit prices of only one will be considered. In this situation, the unit Bid prices shown on the computer printout will be used to determine the Bid.

BID GUARANTY: A Bid guaranty must be enclosed with this Bid, as required in Section

00020, in the amount of not less than five percent (5%) of the total Bid. Following the Bid opening, submitted Bids may not be withdrawn for a period of one hundred twenty (120)

Calendar Days. Award of Contract will occur within this period, unless mutually agreed between the parties. The Bid guaranty may become the property of the OWNER, or the

OWNER may pursue any other action allowed by law, if:

• Bidder withdraws a submitted Bid within the period stated above;

• Bidder fails to submit the required post Bid information within the period specified in

Section 00020 or 00100, or any mutually agreed extension of that period; or,

• Bidder fails to execute the Contract and furnish the prescribed documentation (bonds, insurance, etc.) needed to complete execution of the Contract within five (5) Working

Days after notice of award, or any mutually agreed extension of that period.

TIME OF COMPLETION: The undersigned Bidder agrees to commence work on the date specified in the written "Notice to Proceed" to be issued by the OWNER and to substantially complete construction of the improvements, as required by the Project Manual, Drawings and Addenda for the Work within One Hundred and Fifty-Six (156) Calendar Days.

If a Substantial Completion date has been specified, the Bidder further agrees to reach Final

Completion within Thirty (30) Calendar Days after Substantial Completion as required by the Project Manual, Drawings and Addenda for the work.

The Bidder further agrees that should the Bidder fail to substantially and finally complete the Work within the number of days indicated in the Bid or as subsequently adjusted, Bidder shall pay the liquidated damages for each consecutive day thereafter as provided below;

unless the OWNER elects to pursue any other action allowed by law.

WAIVER OF ATTORNEY FEES: In submitting the Bid, in consideration for the waiver of the Bidder’s right to attorney’s fees by the OWNER, the Bidder knowingly and intentionally agrees to and shall waive the right to attorney’s fees under Section 271.153 of the Texas

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 5 of 8

Local Government Code in any administrative proceeding, alternative dispute resolution proceeding, or litigation arising out of or connected to any Contract awarded pursuant to this solicitation process.

LIQUIDATED DAMAGES: The Bidder understands and agrees that the timely completion of the described Work is of the essence. The Bidder and OWNER further agree that the

OWNER’s actual damages for delay caused by failure to timely complete the Project are difficult, if not impossible to measure. However, with respect to the additional administrative and consultant costs to be incurred by OWNER, the reasonable estimate of such damages has been calculated and agreed to by OWNER and Bidder.

Therefore, the Bidder and the OWNER agree that for each and every Calendar Day the Work or any portion thereof, remains incomplete after the Substantial Completion date as established by the above paragraph, "Time of Completion", payment will be due to the

Owner in the amount of One Thousand Two Hundred and Eighty dollars ($1,280) per

Calendar Day as liquidated damages, not as a penalty, but for delay damages to the

OWNER.

If both Substantial and Final Completion dates have been specified, the Bidder and the

OWNER further agree that for each and every Calendar Day the Work or any portion thereof, remains incomplete after the Final Completion date as established by the above paragraph, "Time of Completion", payment will be due to the OWNER in the amount of Six

Hundred and Fifty dollars ($650) per Calendar Day as liquidated damages, not as a penalty, but for delay damages to the OWNER. Such amount shall be deducted by the OWNER from any Contract payment due.

In the event of a default or breach by the CONTRACTOR and demand is made upon the surety to complete the project, in accordance with the Contract Documents, the surety shall be liable for liquidated damages pursuant to the Contract Documents in the same manner as the CONTRACTOR would have been.

MINOR INFORMALITY: OWNER reserves the right to reject any or all Bids and to waive any minor informality in any Bid or solicitation procedure (a minor informality is one that does not affect the competitiveness of the Bids).

ADDENDUM: The undersigned acknowledges receipt of the following addenda:

Addendum No. 1 dated Received

Addendum No. 2 dated Received

Addendum No. 3 dated Received

Addendum No. 4 dated Received

BID DOCUMENT EXECUTION AND ACKNOWLEDGEMENT: The undersigned Bidder certifies that the Bidder has read and understands Section 00020 Invitation for Bids, Section

00100 Instructions to Bidders, and all other requirements applicable to the Bidding process provided in the Bid and Contract Documents.

BIDDER’s CERTIFICATION OF NON-COLLUSION, NON-CONFLICT OF INTEREST, AND ANTI-LOBBYING (Section 00440): The undersigned Bidder, by its signature, represents and certifies that it has read and can affirmatively swear and subscribe to the statements in Section 00440 Non-Collusion, Non-Conflict of Interest, and Anti-Lobbying

Certification. If the Bidder cannot affirmatively swear and subscribe to any of the statements in Section 00440, Bidder represents and certifies that it has provided a detailed written explanation with its Bid on separate pages annexed hereto. The undersigned Bidder further certifies that it has not in any way directly or indirectly had communication restricted

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 6 of 8 in the City Code Chapter 2-7, Article 6 (Anti-Lobbying and Procurement) during the No-

Lobbying Period as defined in Chapter 2-7.

BIDDER’s CERTIFICATION AS TO NONRESIDENT PROVISIONS: Bidder must provide the following information in accordance with Vernon’s Texas Statutes and Codes Annotated

Government Code § 2252.002, as amended. A Texas Resident Bidder is a bidder whose principal place of business is in Texas and includes a Contractor whose ultimate parent company or majority owner has its principal place of business in Texas. The undersigned

Bidder certifies that Bidder is a resident of ______________________ (Bidder must write in the blank the state of which Bidder is a resident).

Bidder will initial the blank set forth below to represent and certify that the Bidder has completed and enclosed the corresponding Bid Documents with the Bid.

____ MBE/WBE Compliance Document

____ One copy of Total Bid Form if Bid is submitted electronically via Austin Finance Online

____ Bid Guaranty

The undersigned, by their signature, represents that they are submitting a binding offer and are authorized to bind the respondent to fully comply with the solicitation documents contained herein. The Respondent, by submitting and signing below, certifies that they have received and read all sections of the entire solicitation document including all revisions, addenda and documents incorporated by reference, and agree to be bound by the terms therein.

Corporate Secretary, *if Bidder is a Corporation Bidder

Email for Secretary Authorized Signature/Print Name

(Seal) Title

Date

Address

Telephone Number / FAX Number

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 7 of 8

Email for Person Signing Bid

Email for Bidder’s Primary Contact Person

Rev. Date 09/01/2021 Unit Price Bid Form / 00300U Page 8 of 8

EXAMPLE: BID PRICES SUBMITTED BY COMPUTER PRINTOUT

Project Name:

CIP ID #:

IFB #:

Bid Item # Bid Item Description

Unit Qty Unit Bid Price

Total Amount

Total Proposal:

(YOUR FIRM'S NAME) certifies that the unit prices shown on this completed computer printout for all of the Bid items and the alternates contained in this proposal are the unit prices intended and that its Bid will be tabulated using these unit prices and no other information from this printout. (YOUR FIRM'S NAME) acknowledges and agrees that the total Bid amount shown will be read as its total Bid. In the event of a mathematical error, the correct product, determined by using the "Unit Price" and "Quantity", and the correct sum, determined by totaling the correct line item Amounts, will prevail over the amount entered by the Bidder.

Signed: __________________________________________

Title: ____________________________________________ Date: ______________________________

END

SPECIAL PROVISION SP 430S

P.C. Concrete Curb and Gutter

SPECIAL PROVISION To

Standard Specification Item 430S (Version 11/15/11)

P.C. Concrete Curb and Gutter

For this project, Item No. 430S, “P.C. Concrete Curb and Gutter”, Version 11/15/11, of the City of

Austin Standard Technical Specifications is hereby amended with respect to the clauses cited below.

No other clauses or requirements of this Section of the City of Austin Standard Specifications are waived or changed.

Section 430S.2 Submittals

Amend Section A with the following:

A. Class A or Class C p.c. concrete mix design, Section 430S.3 Materials Amend

Section A with the following:

A. Concrete

The Portland cement (p.c.) concrete shall conform to Class A or Class C Concrete, Section 403S.7

(Table 4) of Standard Specification Item No. 403S, "Concrete for Structures" or Sections 360S.4 and

360S.6 of Standard Specification Item No. 360S, "Concrete Pavement" when curb and gutter is to be constructed integral with the pavement.

ADD to Section 430S.6 Payment

Add the following Pay Items:

G. Method G

This payment method includes all the work performed for "Mountable P.C. Concrete Curb and Gutter at Truck Apron", complete, at the unit bid price. The unit bid price shall include full compensation for fine grading, furnishing and placing concrete and reinforcing steel, dowels, expansion joint material, curing material, backfill and for all other materials, manipulations, labor, tools, equipment and incidentals necessary to complete the work.

Pay Item No. SP430S-G: Mountable P.C. Concrete Curb and Gutter at Truck Apron

Per Lineal Foot.

End

SP430S 07/03/2025 Page 1 P.C. Concrete Curb and Gutter

SPECIAL SPECIFICATION Item SS5061

Item SS5061 7/2025 1 OF 2 Subsurface Utility Locate

SPECIAL SPECIFICATION

ITEM SS5061

Subsurface Utility Locate

1. DESCRIPTION

Locate a subsurface utility facility as shown on the plans or as directed. Locate means to expose a utility facility through non-destructive excavation techniques that ensures the integrity of the utility facility and potentially obtain precise horizontal and vertical position, material type, condition, size, and other data that may be obtainable about the utility facility and its surrounding environment.

2. MATERIALS

Use materials that meet the requirements of the following Items.

▪ Item 132S, “Embankment”

▪ Item 340S, “Asphaltic Concrete Pavement”

▪ Item 401S, “Structural Excavation and Backfill”

▪ Item 403, “Concrete for Structures”

3. CONSTRUCTION

3.1. Surface Locate. Contact utility owner to verify location of the utility facility before beginning subsurface location. Use established industry and utility safety practices when working near underground or overhead utilities.

3.2. Subsurface Locate. Provide the locate method and equipment to the Engineer before work begins.

Excavate using a method that is nondestructive to the utility facility. Expose and verify, by survey, the precise location of the utility facility.

3.3. Surface Marking. For locates within an existing roadbed carrying traffic, furnish and install an aboveground marker directly above centerline of the utility facility. For locates outside an existing roadbed, furnish, and install a survey stake directly above centerline of the utility facility. The surface marking should contain utility owner and depth.

3.4. Removing Pavement or Concrete. Remove material as necessary to locate the utility facility. Ensure all loose materials are removed and only sound material is left in place.

3.5. Backfill.

3.5.1. Unpaved Surface. Backfill minor excavations outside the edges of a proposed roadbed with Type B Embankment in accordance with Item 132S. Place 4 in. of topsoil.

3.5.2. Paved Surface. Backfill excavations within a proposed or existing roadbed with Cement-Stabilized Backfill in accordance with Item 401S.

3.6. Cutting and Restoring Within Roadbed. Saw cut all edges for areas larger than 3 sq. ft. Increase the cut and restore area to remove loose materials.

2024 Specifications 5061

- 2

Item SS5061 7/2025 Subsurface Utility Locate

3.6.1. Flexible Pavement. Hot-Mix Asphalt (HMA) must be placed at a depth equal to the existing depth of Pavement Structure. Place Hot-Mix Cold-Laid Asphalt Type C for areas equal to or less than 3 sq. ft. Use HMA for areas greater than 3 sq. ft. HMA will be Type B with 2 in. Type D surface.

3.6.2. Concrete Pavement. Concrete must be placed at a depth equal to the existing depth of concrete pavement.

3.6.3. Landscape Pavers. Replace pavers in accordance with technical specification Item 370S, “Concrete Pavers.”

3.6.4. Riprap. Concrete must be placed at a depth equal to the existing depth of concrete. Place class of concrete in accordance with Item 403, “Concrete for Structures” Areas larger than 3 sq. ft. will require reinforcing bars equal to the adjacent concrete reinforcement with reinforcement doweled 12 in. into existing concrete.

3.7. Locate Report. If requested by the Engineer, provide a report of the locate data to the Engineer. Provide survey data to the Engineer in Microsoft Excel or approved alternative. The data should include utility owner name, utility service type, conduit size, conduit type, number of conduits, station, offset, and elevation. The data should be provided for each utility conduit if multiple conduits for the same utility owner are at the locate site. All conduits for the same utility owner at the locate site should be located with data provided in the same report. If the utility owner is unknown, provide visual description of the utility found. Locate report will be paid for in accordance with Article 9.7., “Payment for Extra Work and Force Account Method.”

3.8. Utility Damage. Perform work in accordance with Article 5.6., “Cooperating with Utilities.” If any damage results from failure to take reasonable care in performance of the work, take corrective action to restore the damaged property to a condition similar or equal to that existing before the damage was done. Take responsibility for damage in accordance with Article 7.15., “Responsibility for Damage Claims.”

4. MEASUREMENT

This item will be measured by each hole excavated. Each conduit at the locate site will not be paid individually.

5. PAYMENT

The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for the various designations of “Utility Locate.”

This price is full compensation for utility coordination, surface location, excavation, embankment, backfill material, topsoil, disposal of material, equipment, labor, tools, and incidentals.

Utility Locate requiring removal of pavement, saw cutting, cutting and restoring flexible pavement and concrete pavement, traffic control, and barricades will be paid via force account.

Pay Item SS5061 Subsurface Utility Locate Per Each

N O

R E

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AECOM Technical Services Inc. F- 3580

S U

B M

IT

T

A L

512-454-4797

Austin, TX 78729

13640 Briarwick Dr. Suite #200

07/06/2026

P R

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F E

SSIONAL E

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IN

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RLICENSED

SP-2025-____-____

CoA 2023 Rotation Task 1

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TITLE SHEET

INDEX OF SHEETS

LEGENDS & ABBREVIATIONS

GENERAL NOTES (1 OF 3)

GENERAL NOTES (2 OF 3)

GENERAL NOTES (3 OF 3)

EXISTING DRAINAGE AREA MAP

PROPOSED DRAINAGE AREA MAP

EROSION & SEDIMENTATION CONTROL PLANS - BEGIN TO END

EROSION & SEDIMENTATION CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 641S-1 / 642S-1

TRAFFIC CONTROL PLAN - BARRICADE SUMMARY, NOTES & TCP NARRATIVE

TRAFFIC CONTROL PLAN - PHASE 1A (1 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1A (2 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1A (3 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1A (4 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1A (5 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2A (5 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2A (4 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2A (3 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2A (2 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2A (1 OF 5)

TRAFFIC CONTROL PLAN - PHASE 3 (5 OF 5)

TRAFFIC CONTROL PLAN - PHASE 3 (4 OF 5)

TRAFFIC CONTROL PLAN - PHASE 3 (3 OF 5)

TRAFFIC CONTROL PLAN - PHASE 3 (2 OF 5)

TRAFFIC CONTROL PLAN - PHASE 3 (1 OF 5)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 1 (1 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 1 (2 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 1 (3 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 2 (1 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 2 (2 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 2 (3 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 3 (1 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 3 (2 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 3 (3 OF 3)

TRAFFIC PLANS - ILLUMINATION PLAN

ROADWAY PLANS - ALIGNMENT PLAN

ROADWAY PLANS - PROPOSED TYPICAL SECTIONS

ROADWAY PLANS - EXISTING TYPICAL SECTIONS

ROADWAY PLANS - REMOVAL PLAN

ROADWAY PLANS - PAVEMENT PLAN (1 OF 2)

ROADWAY PLANS - HORIZONTAL ALIGNMENT DATA

430S-2 & 430S-3ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

430S-4 & 432S-1 (SHEET 1)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

432S-1 (SHEET 2 & 3)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

432S-2A (SHEET 1 & 2)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

432S-5 & 432S-5A (SHEET 1)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

432S-5A (SHEET 2) & 432S-5BROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

1302S-1 & 1302S-2ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

1302S-3 ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

TRAFFIC PLANS - STANDARDS - CITY OF AUSTIN - SD871 (SHEET 1 & 8)

ROADWAY PLANS - PROFILES - TRUCK APRON OUT & ICD

ROADWAY PLANS - PROFILES - PARKFIELD DR.

ROADWAY PLANS - PROFILES - RUTLAND DR.

ROADWAY PLANS - PAVEMENT GRADING PLAN

TRAFFIC CONTROL PLAN - PHASE 1 - TYPICAL SECTIONS

TRAFFIC CONTROL PLAN - PHASE 2 - TYPICAL SECTIONS

TRAFFIC CONTROL PLAN - PHASE 3 - TYPICAL SECTIONS

TRAFFIC CONTROL PLAN - PHASE 4 STEP 4 (1 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 4 (2 OF 3)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 4 (3 OF 3)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-3 (SHEET 1 & 2)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-3 (SHEET 5)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-1 (SHEET 8 & 9)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 1 & 2)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 3 & 4)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 9 & 11)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 12 & 13)

TRAFFIC PLANS - SIGN PLAN

TRAFFIC PLANS - STRIPING PLAN (1 OF 2)

TRAFFIC PLANS - STRIPING PLAN (2 OF 2)

440S-2 (SHEET 1 & 2)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

ROADWAY PLANS - STANDARDS - CITY OF AUSTIN - CURB AND GUTTER DETAILS

RAMP DETAILROADWAY PLANS -

433S-2 (SHEET 1 & 2)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

ROADWAY PLANS - PAVEMENT PLAN (2 OF 2)

ROADWAY PLANS - SIDEWALK PLAN (PARKFIELD)

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-4 (SHEET 1 & 2)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-4 (SHEET 4)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 5 & 6)

TRAFFIC CONTROL PLANS - STANDARDS - CITY OF AUSTIN - 804S-5 (SHEET 7 & 8)

ROADWAY PLANS - SIDEWALK PLAN (RUTLAND)

ROADWAY PLANS - STAKING PLAN

TRAFFIC CONTROL PLAN - PHASE 0 & 3 - DETOUR PLAN - RUTLAND

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC CONTROL PLAN - PHASE 0 & 3 - DETOUR PLAN - PARKFIELD

ROADWAY PLANS - PROFILES - CURVE_NE_P

ROADWAY PLANS - PROFILES - CURVE_NW_P

ROADWAY PLANS - PROFILES - CURVE_SE_P

ROADWAY PLANS - PROFILES - CURVE_SW_P

UTILITY PLANS - EXISTING UTILITIES PLAN

ROADWAY PLANS - WALL PLAN

ROADWAY PLANS - WALL STANDARD - MCPSWMD-25

TRAFFIC PLANS - ILLUMINATION STANDARDS

TRAFFIC PLANS - AUSTIN WATER CONFLICT PLAN

AUSTIN WATER WAIVER TABLE

ROADWAY PLANS - RAISED CROSSWALK #1 DETAIL

ROADWAY PLANS - RAISED CROSSWALK #2 DETAIL

ROADWAY PLANS - RAISED CROSSWALK #3 DETAIL

TRAFFIC PLANS - STANDARDS - CITY OF AUSTIN - SD871 (SHEET 9 & 14)

440S-2 (SHEET 5)ROADWAY PLANS - STANDARDS - CITY OF AUSTIN -

ROADWAY PLANS - STANDARDS - MODIFIED SIDEWALK DETAIL

TRAFFIC CONTROL PLAN - PHASE 1B (5 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1B (4 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1B (2 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1B (1 OF 5)

TRAFFIC CONTROL PLAN - PHASE 1B (3 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2B (1 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2B (2 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2B (3 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2B (4 OF 5)

TRAFFIC CONTROL PLAN - PHASE 2B (5 OF 5)

TRAFFIC CONTROL PLAN - PHASE 4 STEP 1 & 2 - DETOUR PLAN

TRAFFIC CONTROL PLAN - PHASE 4 STEP 3 & 4 - DETOUR PLAN

ROADWAY PLANS - STANDARDS - CITY OF AUSTIN - 5IN CURB AND GUTTER DETAILS

CLAYTON T. MCNEAL

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8 718

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AECOM Technical Services Inc. F- 3580

S U

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IT

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512-454-4797

Austin, TX 78729

13640 Briarwick Dr. Suite #200

07/06/2026

P R

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RLICENSED

SP-2025-____-____

SCALE IN FEET

$XXXX$

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EXISTING RIGHT OF WAY

EXISTING EASEMENT

PROPOSED IMPROVEMENTS

LEGEND:

PROPOSED GRADE

LOCATION A

LOCATION B

LOCATION E

LOCATION F

PROPOSED RETAINING WALL-01

LOCATION C

LOCATION D

LOCATION H

LOCATION G

PROPOSED RETAINING WALL-02

PROPOSED RETAINING WALL

EXISTING RETAINING WALL

MINOR CONTOUR

MAJOR CONTOUR

RAISED CROSSWALK #1

RAISED CROSSWALK #2

RAISED CROSSWALK #3

EXISTING CONTOURS

CLAYTON T. MCNEAL

141662

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S

S = Spread on one side of street (feet)

H = Crown height (feet)

W = Street width (feet) y = Water depth in the gutter (feet) (limited to 0.5ft)

Where, ) (Eq. 3-1) y = 4H(S/W) - 4H(S /W 2 2

GUTTER FLOW DEPTH (ft) - 25-YEAR STORM

LOCATION A

Y(ft) 0.44

W(ft)

H(ft)

S(ft)

22.50

0.45

10.00

0.42

22.00

0.44

8.60

B

0.48

28.00

0.56

8.60

C

0.33

28.00

0.56

5.10

D

0.30

16.00

0.32

10.00

E

0.26

16.00

0.32

4.50

F

0.30

23.00

0.46

4.70

G H

0.37

23.00

0.46

6.30

COA DRAINAGE CRITERIA MANUAL: SECTION 3.2.0

RUTLAND DR

P A

R K

F

IE

L D

D R

.2

.7

.8

2.01%

.3

.9

.4

2.12%

.2

% 0 .5

.4

3.

X.XX%

.7

.3

3.61%2.07%

4.48%

5.3 8%

.8

3.00%

.4

8.80

.9

4.04%1.94%

2.19% 2.38% 2.95%

3.05% 2.00%

.7

.0

.0

.0

.6

.5

2.00%

2.00

2.00% 8.84%

8.00% 8.38%

0.57%

0.33%

2.06%

2.99%

3.7 2%

1.74%

2.88%2.77%3.01%

3.38% 3.54%

4.09%

3.27%

3.81% 3.61%

.5

.7

.4

.0

.0

.5

.0

.0

.0

6.

5.44%

.0

.7

.0

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AECOM Technical Services Inc. F- 3580

S U

B M

IT

T

A L

512-454-4797

Austin, TX 78729

13640 Briarwick Dr. Suite #200

07/06/2026

P R

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SP-2025-____-____

REMOVE ASPHALT DRIVEWAY REMOVE LANDSCAPING / MEDIAN

TO START WITH

USE THESE ITEMS

(PER COA 110S-B)

REMOVE ASPHALT PAVEMENT

(PER COA 104S-C)

REMOVE CONC SIDEWALK / RAMP

(PER COA 104S-C)

REMOVE CONCRETE DRIVEWAY

(PER COA 104S-A)

REMOVE CONC CURB

(PER COA 104S-A)

REMOVE CONC CURB & GUTTER

EXISTING RIGHT OF WAY

(PER COA 841S-TSR)

REMOVE SIGNAL POLE

PROTECT IN PLACE

TREE TO REMAIN

TREE TO BE REMOVED

DRIVEWAY IDENTIFIERDW-XX

LEGEND:

(PER SS0496-7019)

REMOVE RETAINING WALL

EXISTING RIGHT OF WAY

REMOVE SMALL SIGN

REMOVE MAILBOX

AMDPROJECTREQUEST@AUSTINTEXAS.GOV TO COORDINATE SALVAGE.

TO CITY'S FACILITIES. NOTIFY CITY AT 512-974-4075 AND

AS DIRECTED BY THE CITY'S TRAFFIC SIGNAL SUPERINTENDENT AND DELIVER

SALVAGE TRAFFIC SIGNAL CABINET, EQUIPMENT, POLES, AND MAST ARMS

NOTE:

CLAYTON T. MCNEAL

141662

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SILTED

TOP NUT=N/A

TOP COVER=730.53

WV ID: 98372

TOP NUT=727.02

TOP COVER=730.52

WV ID: 98398

TOP=728.51

EMH

SILTED

TOP NUT=N/A

TOP COVER=723.67

WV ID: 98559

TOP NUT=721.42

TOP COVER=723.72

WV ID: 98620

TOP NUT=723.02

TOP COVER=725.12

WV ID: 98577

TOP=723.82

EMH

TOP NUT=718.79

TOP COVER=722.29

WV ID: 98510

TOP=721.50

EMH

TOP NUT=708.34

TOP COVER=710.84

WV ID: 98706

TOP=717.09

EMH

PAVED

TOP NUT=N/A

TOP COVER=713.46

WV ID: 98749

ELEV=725.67

METAL POLE WITH ANTENNA

CUT "X" IN CONC BASE OF

BM 1

TSB

W

NO CAP, SILTED

TOP NUT=N/A

TOP COVER=N/A

WV ID 98633

EP

ET

INACCESSIBLE

FL N/A

TOP=714.51

CURB INLET

FLUME

CONCRETE

W W W W

G

G

CPS 1

CPS 2

CPS 3

FL OUT (NE)=712.43

FL IN (NW)=712.53

FL IN (SE)=712.53

TOP=719.13

WWMH

8 CLAY

8 CLAY

C

L A

Y

EP

W

W

EP

W

W

E

CJ

I C

W W

WW

EP

E

W

EP

C

EP

I C

W

I C

98488

HYDRANT

WATER

98684

HYDRANT

WATER

W

EP

EP

EP

W

W

E

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BM

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TRV

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W

W

$XXXX$

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DW-01

DW-02

DW-03

DW-04

DW-05

DW-06

805 SF

REMOVE CONCRETE SIDEWALK/RAMP

125 LF

REMOVE CONC CURB & GUTTER

263 SF

REMOVE CONCRETE DRIVEWAY

1597 SF

REMOVE CONCRETE SIDEWALK/RAMP

110 LF

REMOVE CONC CURB & GUTTER

8268 SF

REMOVE ASPHALT PAVEMENT

1270 SF

REMOVE CONCRETE SIDEWALK/RAMP

222 LF

REMOVE CONC CURB & GUTTER

4 LF

REMOVE CONC CURB & GUTTER

19 LF

REMOVE CONC CURB & GUTTER

211 SF

REMOVE CONCRETE DRIVEWAY

80 LF

REMOVE CONC CURB & GUTTER

397 SF

REMOVE CONCRETE SIDEWALK/RAMP

236 SF

REMOVE CONCRETE SIDEWALK/RAMP

42 LF

REMOVE CONC CURB & GUTTER

219 SF

REMOVE CONCRETE DRIVEWAY

537 SF

REMOVE CONCRETE SIDEWALK/RAMP

44 LF

REMOVE CONC CURB & GUTTER

6 LF

REMOVE CONC CURB & GUTTER

22 LF

REMOVE CONC CURB & GUTTER

118 SF

REMOVE CONCRETE DRIVEWAY

543 SF

REMOVE CONCRETE SIDEWALK/RAMP

113 LF

REMOVE CONC CURB & GUTTER

RUTLAND DR

P A

R K

F

IE

L D

D R

55 LF

REMOVE CONC CURB & GUTTER

266 SF

REMOVE CONCRETE SIDEWALK/RAMP

276 SF

REMOVE CONCRETE DRIVEWAY

74 LF

REMOVE CONC CURB & GUTTER

8 LF

REMOVE CONC CURB & GUTTER

78 LF

REMOVE CONC CURB & GUTTER

1040 SF

REMOVE CONCRETE SIDEWALK/RAMP

4 LF

REMOVE CONC CURB & GUTTER

182 LF

REMOVE CONC CURB & GUTTER

8 LF

REMOVE CONC CURB & GUTTER

7 LF

REMOVE CONC CURB & GUTTER

65 LF

REMOVE CONC CURB & GUTTER

314 SF

REMOVE CONCRETE SIDEWALK/RAMP

213 SF

REMOVE CONCRETE DRIVEWAY

1814 SF

REMOVE ASPHALT PAVEMENT

563 SF

REMOVE ASPHALT PAVEMENT

1068 SF

REMOVE ASPHALT PAVEMENT

350 SF

REMOVE ASPHALT PAVEMENT

105 LF

REMOVE RETAINING WALL

REMOVE SIGNAL CABINET

75 LF

REMOVE RETAINING WALL

868 SF

REMOVE ASPHALT PAVEMENT

1293 SF

REMOVE ASPHALT PAVEMENT

1365 SF

REMOVE ASPHALT PAVEMENT

2376 SF

REMOVE ASPHALT PAVEMENT

952 LF

REMOVE ASPHALT PAVEMENT

984 LF

REMOVE ASPHALT PAVEMENT

R E

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AECOM Technical Services Inc. F- 3580

S U

B M

IT

T

A L

512-454-4797

Austin, TX 78729

13640 Briarwick Dr. Suite #200

07/06/2026

P R

O

F E

SSIONAL E

NG

IN

E E

RLICENSED

SP-2025-____-____

(PER COA 315S, 340S)

2" MILL & OVERLAY

(PER SP 432S)

BIKE RAMP

HYDRAULIC PLANTING (PER SP 604S)

NON-NATIVE SEEDING,

CURVE NAME

EXISTING RIGHT OF WAY

(PER SS 2011)

DETECTABLE WARNING SURFACE

(PER COA 432S)

SIDEWALK

(PER COA 433S)

DRIVEWAY RECONSTRUCTION DRIVEWAY IDENTIFIER

LEGEND:

FACE OF CURB

EDGE OF PAVEMENT

SIDEWALK LIMITS

DRIVEWAY LIMITS

(PER COA 210S, 307S, 340S)

PAVEMENT CONSTRUCTION

PROPOSED FULL DEPTH

EXISTING RETAINING WALL

PROPOSED RETAINING WALL

LIMITS OF CONSTRUCTION EXTEND FROM ROW TO ROW.6.

CITY OF AUSTIN STANDARDS AND DETAILS.

ROADWAY LANE WIDTHS. PROPOSED PAVEMENT MARKINGS SHALL CONFORM TO

PROPOSED PAVEMENT MARKINGS ARE CALLED FOR REFER TO TYPICAL SECTIONS FOR

PAVEMENT MARKING LOCATIONS SHOWN IN PLAN ARE FOR REFERENCE ONLY. WHERE5.

ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.4.

AND DOCUMENT AFTER COMPLETION, BUT BEFORE FINAL ACCEPTANCE.

UTILITY DETAILS WHEN ADJUSTING TO GRADE. CONTRACTOR, PE, AND INSPECTOR TO VERIFY

SHALL BE PROTECTED IN PLACE, AND/OR ADJUSTED TO GRADE AS NECESSARY. REFER TO

ALL WATER APPURTENANCES IN PROPOSED PAVEMENT, CONCRETE, AND/OR GRADING3.

ALL UTILITY BOXES AND MANHOLES TO BE ADJUSTED TO FINISHED GRADE.2.

CONTRACTOR TO RELOCATE POSTAL SERVICE MAILBOXES IN COORDINATION WITH USPS.1.

NOTES:

(PER SP 403S)

STAMPED CONCRETE

(PER COA 432S)

CURB RAMP

(PER COA 432S)

SIDEWALK LANDING

DW-XX

XXXXXX

CLAYTON T. MCNEAL

141662

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TSB

W

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W

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CJ

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W W

WW

EP

E

W

EP

C

EP

I C

W

I C

W

EP

EP

EP

W

W

E

I C

EP

E

CJ

W

BM

EP

CP

E

W

W

8" DI

ID 325359

ID 325367

8" CI ABANDONED

ID

C I

D I

ID

ID 396495

6" DI

ID

D I

ID

8" D I

ID 284726

8" DI

A

C

ID

SCALE IN FEET

IT

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F

CoA 2023 Rotation Task 1CoA 2023 Rotation Task 1

BL-PARKFIELD-001

BL-ICD-001

BL-PARKFIELD-002

BL-APRON-OUT-001

DW-01

DW-02

DW-03

DW-04

DW-05

DW-06

R 50.00'

R 81.00'

R 1.0'

R 2.25'

R 326.0'

R 200.0'

R 3.0'

R 3.0'

R 399.00'

R 3.5'

R 100.0'

R 623.5'

R 615.5'

R 76.0'

R 94.5'

R 151.0'

R 91.0'

R 4.56'

RUTLAND DR

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STA 100+74.70, 4.56' LT

� RUTLAND DR

PT CURB

STA 100+74.70, 4.56' RT

� RUTLAND DR

PC CURB

STA 100+78.14, 4.55' RT

� RUTLAND DR

PI CURB

STA 100+88.14, 4.53' RT

� RUTLAND DR

PI CURB

STA 100+88.12, 4.53' LT

� RUTLAND DR

PI CURB

STA 100+78.12, 4.55' LT

� RUTLAND DR

PI CURB

STA 102+51.05, 4.13' LT

� RUTLAND DR

PI CURB

STA 102+61.05, 4.11' LT

� RUTLAND DR

PI CURB

STA 102+75.54, 4.07' LT

� RUTLAND DR

PC CURB

STA 102+78.47, 1.64' LT

� RUTLAND DR

PT CURB

STA 102+51.07, 4.15' RT

� RUTLAND DR

PI CURB

STA 102+61.07, 4.21' RT

� RUTLAND DR

PI CURB

STA 102+78.64, 6.72' RT

� RUTLAND DR

PRC CURB

STA 102+79.86, 5.56' RT

� RUTLAND DR

PC CURB

STA 103+88.91, 4.10' LT

� RUTLAND DR

PI CURB

STA 103+78.90, 4.01' LT

� RUTLAND DR

PI CURB

STA 104+61.53, 4.35' LT

� RUTLAND DR

PC CURB

STA 104+90.25, 1.42' LT

� RUTLAND DR

PCC CURB

STA 104+89.64, 4.52' RT

� RUTLAND DR

PT CURB

STA 103+96.32, 3.94' RT

� RUTLAND DR

PC CURB

STA 103+91.27, 4.00' RT

� RUTLAND DR

PT CURB

STA 103+89.39, 4.05' RT

RUTLAND DR�

PI CURB

STA 103+79.37, 4.33' RT

RUTLAND DR�

PI CURB

STA 103+66.38, 4.70' RT

RUTLAND DR�

PC CURB

STA 103+63.54, 4.66' LT

� RUTLAND DR

PRC CURB

3.52' LT

STA 103+62.43,

� RUTLAND DR

PC CURB

STA 102+62.30, 4.71' LT

PARKFIELD DR�

PC CURB

STA 102+63.47, 5.92' LT

PARKFIELD DR�

PRC CURB

STA 102+63.89, 1.93' RT

PARKFIELD DR�

PT CURB

STA 102+66.68, 4.22' RT

PARKFIELD DR�

PC CURB

STA 102+77.98, 4.42' RT

PARKFIELD DR�

PI CURB

STA 102+87.99, 4.06' RT

PARKFIELD DR�

PI CURB

STA 103+05.93, 3.27' RT

PARKFIELD DR�

PRC CURB

STA 102+78.15, 4.40' LT

PARKFIELD DR�

PI CURB

STA 102+88.14, 4.00' LT

PARKFIELD DR�

PI CURB

STA 102+92.01, 3.86' LT

PARKFIELD DR�

PC CURB

STA 103+06.63, 1.10' LT

PARKFIELD DR�

PCC CURB

STA 101+10.17, 3.04' RT

� PARKFIELD DR

PCC CURB

STA 101+23.35, 4.40' RT

PARKFIELD DR�

PC CURB

STA 101+48.39, 4.89' RT

PARKFIELD DR�

PI CURB

STA 101+58.49, 5.02' RT

PARKFIELD DR�

PI CURB

STA 101+66.75, 5.10' RT

PARKFIELD DR�

PCC CURB

STA 101+78.71, 5.98' RT

PARKFIELD DR�

PRC CURB

STA 101+79.81, 4.67' RT

PARKFIELD DR�

PC CURB

STA 101+77.90, 1.12' LT

PARKFIELD DR�

PT CURB

STA 101+74.96, 3.19' LT

PARKFIELD DR�

PC CURB

STA 101+58.65, 2.97' LT

PARKFIELD DR�

PI CURB

STA 101+48.71, 3.11' LT

PARKFIELD DR�

PI CURB

STA 101+19.81, 3.70' LT

PARKFIELD DR�

PT CURB

STA 101+10.88, 3.91' LT

PARKFIELD DR�

PCC CURB

1.0'

R

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R

3.0' R

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3.0'

R

1.0'

R .5

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STA 103+63.33, 2.17' RT

RUTLAND DR�

PT CURB

18" GUTTER

5" MOUNTABLE CURB WITH

18" GUTTER

6" CURB WITH

18" GUTTER

6" CURB WITH

CURB WITH 18" GUTTER

5" MOUNTABLE

WITH 18" GUTTER

5" MOUNTABLE CURB

18" GUTTER

6" CURB WITH

WITH 18" GUTTER

5" MOUNTABLE CURB

WITH 18" GUTTER

3" MOUNTABLE CURB

WITH 18" GUTTER

5" MOUNTABLE CURB

WITH 18" GUTTER

5" MOUNTABLE CURB

STA 102+48.44, 4.14' RT

� RUTLAND DR

PI CURB

STA 104+30.85, 4.52' LT

� RUTLAND DR

PI CURB

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102+00

103+00

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ID 325367

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6" DI

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ID 284726

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AECOM Technical Services Inc. F- 3580

S U

B M

IT

T

A L

512-454-4797

Austin, TX 78729

13640 Briarwick Dr. Suite #200

07/06/2026

P R

O

F E

SSIONAL E

NG

IN

E E

RLICENSED

20 400

SCALE IN FEET

SP-2025-____-____

TCP LEGEND

EXISTING RIGHT OF WAY

EXISTING EASEMENT

LEGEND:

EXISTING SITE (TOPO)

DOUBLE LUMINAIRE STEEL POLE

SINGLE LUMINAIRE STEEL POLE

PROPOSED IMPROVEMENTS

PROPOSED CONDUIT (TRENCH)

PROPOSED 17"x30" GROUND BOX

CLAYTON T. MCNEAL

141662

S

T A

TE OF TEX

A

S

TOP NUT=727.02

TOP COVER=730.52

WV ID: 98398

TOP=728.51

EMH

SILTED

TOP NUT=N/A

TOP COVER=723.67

WV ID: 98559

TOP NUT=721.42

TOP COVER=723.72

WV ID: 98620

TOP NUT=723.02

TOP COVER=725.12

WV ID: 98577

TOP=723.82

EMH

TOP NUT=718.79

TOP COVER=722.29

WV ID: 98510

TOP=721.50

EMH

TOP=717.09

EMH

TSB

W

NO CAP, SILTED

TOP NUT=N/A

TOP COVER=N/A

WV ID 98633

EP

ET

FL OUT (NE)=712.43

FL IN (NW)=712.53

FL IN (SE)=712.53

TOP=719.13

WWMH

8 CLAY

8 CLAY

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L A

Y

EP

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CJ

W W

WW

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EP

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EP

W 98488

HYDRANT

WATER

98684

HYDRANT

WATER

W

EP

EP

EP

W

W

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EP

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EP

CP

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102+00

SHEET SUMMARY

ITEM DESCRIPTION UNIT QTY

SS0668-3 PULL BOX (17"X30") EA 10

SS0668-4 INSTALL POLE 30 FT (W/SGL 250 W LED) EA 2

SS0668-4A INSTALL POLE 30 FT (W/DBL 250 W LED) EA 3

SS0668-5 FOUNDATION (BREAK-A-WAY 25/30') EA 5

SS0734-1 CONDT (PVC) (SCH 40) (2") LF 520

SS1020-GW-FI Signal Cable, Ground Wire, #6 Bare, FURNISH & INSTALL LF 595

SS1020-S6B Power Service Cable, Furnish And Install, #6 Insulated, Black LF 595

SS1020-S6W Power Service Cable, Furnish And Install, #6 Insulated, White LF 595

SS5061 Subsurface Utility Locate EA 10

SCHEDULE OF CONDUIT AND CONDUCTORS

RUN NO.

GROUND RUN

LENGTH

CONDUIT

(LF)

ELECTRICAL CONDUCTOR

(LF)

CONDT (PVC)

(SCH 40) (2")

NO. 6 ELEC CONDR

TRENCHED BARE BLACK WHITE

1 5 5 10 10 10

2 30 30 35 35 35

3 25 25 30 30 30

4 5 5 10 10 10

5 60 60 65 65 65

6 80 80 85 85 85

7 5 5 10 10 10

8 85 85 90 90 90

9 5 5 10 10 10

10 40 40 45 45 45

11 70 70 75 75 75

12 15 15 20 20 20

13 15 15 20 20 20

14 55 55 60 60 60

15 25 25 30 30 30

TOTAL 520 595 595 595

SCHEDULE OF ILLUMINATION POLE ASSEMBLIES

POLE ALIGNMENT STATION OFFSET LUMINAIRE STANDARD TYPE (ITEM) LUMINAIRE TYPE

1A-1 RUTLAND DR 102+39.83 0.02' LT 8 FT DBL ARM 250W EQ LED

ATBM P05 R2 3K

1A-2 PARKFIELD DR 101+44.55 0.75' RT 8 FT DBL ARM 250W EQ LED

1A-3 RUTLAND DR 104+06.27 0.15' RT 8 FT DBL ARM 250W EQ LED

1A-4 PARKFIELD DR 102+94.65 24.95' RT 8 FT SGL ARM 250W EQ LED

1A-5 PARKFIELD DR 102+87.32 31.83' LT 8 FT SGL ARM 250W EQ LED

IT

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ILLUMINATION NOTES

1.

THE ENGINEER IN THE FIELD.

OUTSIDE OF SIDEWALKS. STAKE NEW POLE LOCATIONS AND OBTAIN APPROVAL FROM

DUE TO FILED CONDITIONS. NEW POLES MUST BE PLACED WITHIN THE R.O.W. AND

NEW POLE LOCATIONS SHOWN ARE APPRXOMIATE. THESE LOCATIONS CAN BE ADJUSTED

2.

FAILURE TO LOCATE AND PRESERVE THESE UTILITIES.

CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES CAUSED BY THEIR

LOCATE UNDERGROUND UTILITIES PRIOR TO DIGGING FOR NEW POLE INSTALLATIONS.

RUTLAND DR

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P A

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L D D

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RUTLAND DR

EXIST ROWEXIST ROW

EXIST ROW EXIST ROW

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O W

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REFER TO AUSTIN ENERGY FOR MORE INFORMATION

POWER FROM EXISTING ELECTRICAL SERVICE

1A-1

1A-4

1A-2

RUTLAND DR�

PARKFIELD DR�

1A-3

1A-5