TECH SPECS.pdf

PDF 11 MB Posted Jun 25, 2024

Attached to: Construction of Stonebridge and Scarborough Drive Roundabout
Solicitation number: ITB24-068
Issued by: Brazos County, College Station City, Texas

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Written by GovTribe AI · Jun 25, 2024

This document contains the technical specifications for the Construction of Stonebridge and Scarborough Drive Roundabout project in College Station, Texas. The project is being led by the City of College Station, located in Brazos County, Texas. The project involves the full demolition and reconstruction of an existing intersection as a roundabout. A pre-bid meeting is scheduled for July 9, 2024 and attendance is highly recommended, though not mandatory. Bid documents are available for download from the Brazos Valley e-Marketplace and complete sets must be used when preparing bids. The City assumes no responsibility for errors or misinterpretations resulting from the use of incomplete bid documents.

The document does not provide details on pricing terms, set asides, incumbents, funding requirements or sources, or other salient financial information. It focuses solely on the technical specifications and administrative details of the construction project.

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Other files

File	Type	Posted
TECH SPECS.pdf	PDF	Jul 30, 2024
ESBD_364903_1719342778445_ITB 24-068 Stonebridge and Scarborough Drive Roundabout.pdf	PDF	Jul 30, 2024
ESBD_364903_1719342867840_Bid Proposal 24-068.xls	XLS spreadsheet	Jul 30, 2024
ESBD_364903_1719342778445_ITB 24-068 Stonebridge and Scarborough Drive Roundabout.pdf	PDF	Jun 25, 2024
ESBD_364903_1719342867840_Bid Proposal 24-068.xls	XLS spreadsheet	Jun 25, 2024

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SPECIAL PROVISIONS

STONEBRIDGE AND SCARBOROUGH DRIVE ROUNDABOUT

CITY OF COLLEGE STATION

CITY JOB NO.: 23300721

Prepared By:

Kimley-Horn & Associates, Inc.

3/21/2024

2800 South Texas Avenue, Suite 201 Bryan, TX 77802

TBPE Registration No: F928

SPECIAL PROVISIONS - TABLE OF CONTENTS

SECTION NUMBER DESCRIPTION

SP 1. Project Description SP 2. City Project Manager SP 3. Sequence of Construction SP 4. Project Specifications

SP 5. Site Conditions SP 6. Protection of Existing Facilities and Structures SP 7. Project Parking, Equipment, and Material Storage SP 8. Solid Waste Coordination SP 9. Access for Residents SP 10. Preservation of Landscaping, Sprinkler Systems, and Other

Private Property SP 11. Sampling and Testing SP 12. Traffic Control SP 13. Submittals SP 14. Description of Pay Items SP 15. Contractor Provided As-Built Survey

SP 1. PROJECT DESCRIPTION:

This roadway project includes the reconstruction of an existing intersection at Stonebridge and Scarborough. The proposed roundabout intersection includes a mountable center circle with stamped concrete.

Improvements include traffic striping, paving, and water installation. Paving includes reworking and stabilization of base, as well as installation of concrete pavement. Utility installation includes a fire hydrant relocation. A Traffic Control Plan has been provided. Erosion control shall include a SWPPP, NOI, and sodding of disturbed areas during construction.

SP 2. CITY PROJECT MANAGER:

Michael Holmes P.O. Box 9960

College Station, TX 77840 979-764-6247

MHolmes@cstx.gov

SP 3. SEQUENCE OF CONSTRUCTION:

Contractor shall follow traffic control as outlined on plan sheet C4.0. Before commencing construction and at each Progress Meeting, the Contractor shall submit to the City’s Project Manager a detailed construction schedule that clearly shows the critical path of the construction project for review and approval. The work plan shall be kept updated and detailed enough that the Owner’s Project Manager can determine potential effects on the overall project schedule. Revised project schedules showing changes from the original along with detailed explanation on how the Contractor plans to get back on schedule will be submitted every 2 weeks.

SP 4. PROJECT SPECIFICATIONS:

The City of College Station, Texas along with Bryan, Texas has prepared common standards and specifications for streets, drainage, water, and sewer construction that may be obtained with most recent updates from the internet at: http://www.bcsunited.net

Specifications from the 2020 BCS United Technical Specifications and the Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (2014 edition) specific to this job have been selected and made a part of this document. In case of any conflict or ambiguity amongst these selected specifications, the most stringent standard shall apply.

Specifications may be augmented or replaced by the Special Provisions of this document.

SP 5. SITE CONDITIONS:

The contractor shall pothole and physically verify the location and depths of all underground utilities and structure prior to work in the area of the project. This work shall be considered subsidiary to “Mobilization”.

Damage to structures or facilities shown on the plans, marked in the field, or surmised from visual evidence shall be the sole responsibility of the Contractor.

Relocation or repair of damage to (except as provided above) structures or facilities which have been found in the field to be in conflict with proposed improvements that could have been surmised from the plans or visual evidence in the field shall be performed by the Contractor at no extra expense as they are considered subsidiary to the item of work being performed.

Relocation or repair of damage to structures which have been found to be in conflict with the proposed improvements and were clearly not evident through field investigation shall be performed by the contractor as Extra Work or by the Owner of the facility under the City Franchise rights, as determined and decided by the City’s Project Manager.

SP 6. PROTECTION OF EXISTING FACILITIES AND STRUCTURES:

It shall be sole responsibility of the Contractor to protect all existing facilities from damage caused by or arising out of the work. The Contractor shall utilize such methods as he deems necessary to progress with the work without causing damage to facilities or structures both above and below ground.

Methods employed by the Contractor which, in the opinion of the Project Manager, are causing or will cause damage to existing structures or facilities will be modified or terminated upon written notice of such damage to the Contractor by the Project Manager, with no delay or damage charges payable to the Contractor for compliance with this section.

Information and data provided in the bidding documents with respect to underground facilities at or contiguous to the site is based upon information and data provided by Utility Owners, pothole locations and record drawings. Before submitting a Bid, each bidder will be responsible to make or obtain such explorations, tests and data concerning physical conditions (surface, subsurface, and underground facilities) at or contiguous to the site, or which otherwise may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the terms and conditions of the Bidding documents.

SP 7. PROJECT PARKING, EQUIPMENT, AND MATERIAL STORAGE:

The Contractor’s equipment, private automobiles, and materials shall be kept to those areas of the public’s rights-of-way in a fashion which does not obstruct any other roadway or driveway and in accordance with the Traffic Control Plan. The Contractor may obtain additional offsite parking and storage area(s). Written permission allowing the use of such areas will be required from the property owner(s) prior to the use of such areas. Any areas damaged by the parking, equipment, material storage, etc. shall be repaired to “as good or better” condition including re-grading and re-vegetation as required. No separate pay shall be granted for the repair of these areas.

SP 8. SOLID WASTE COORDINATION:

Construction is not to impede weekly waste collection. Residential waste and brush & bulky service each occur once per week (not typically on the same day). The schedules are available through the City of College Station’s Sanitation & Recycling Division or at the City of College Station’s website at the following link.

https://www.cstx.gov/departments___city_hall/publicworks/solid_waste_recycling The contractor is to coordinate with the City of College Station Sanitation & Recycling Division to make certain the impact to citizens is minimized. The city may be able to schedule pickup early on particular streets so that construction delay is minimized. The contractor is to work with the city as needed including scheduling, assisting in relocating garbage cans, etc. Whenever city garbage collection trucks are denied vehicular access to residential curb side pickup, the contractor must collect the filled cans from each property and locate them in an area accessible to the collection truck prior to scheduled pickup. The contractor must also return the empty cans that day. Cans that are not addressed are interchangeable amongst properties. The contractor may want to note on the door hanger notifications that residential waste and brush and bulky pickup will occur on regularly scheduled days but that pick-up will occur as early as 7:00 a.m. during this time to facilitate construction.

SP 9. ACCESS FOR RESIDENTS:

The Contractor shall assure that all property owners within the project site have adequate and continuous access to their property at all times.

The contractor may close the roadway in sections as long as all of the following criteria are met:

a. No resident is denied vehicular access to their driveway

b. Non-residential driveways must have access throughout construction, or as we agreed upon with the property owner.

c. Traffic control barricades clearly delineate well marked detour notes.

SP 10. PRESERVATION OF LANDSCAPING, SPRINKLER SYSTEMS, AND OTHER

PRIVATE PROPERTY:

The contractor shall assume full responsibility for the preservation of existing landscaping (sod, shrubbery, trees, etc.), sprinkler systems, and other private property at the site during the installation of items in this contract document. Damaged landscaping, sprinkler systems, and other private property shall be replaced within a reasonable time, by the Contractor at his own expense, to the satisfaction of the Inspector.

No trees or shrubbery shall be removed outside of the work area unless specifically authorized by the City Inspector or Arborist.

Existing trees located outside of the work zone shall be protected. The contractor is responsible for replacing, at his expense, all trees or vegetation that are damaged as a result of his negligence.

SP 11. SAMPLING AND TESTING:

Material testing shall be performed by Dudley Engineering.

SP 12. TRAFFIC CONTROL:

The contractor is responsible for providing Traffic Control for all construction. The Contractor shall use the plan provided or provide an alternate which is designed in accordance with Texas MUTCD. The preparation, implementation, and maintenance of this plan shall be paid for in the bid item “Traffic Control”. The Traffic Control Plan must address pedestrians, bicycles, and vehicular traffic. Any modifications to the plan initiated by the Contractor must be approved by a licensed PE in the state of Texas, sealed prior to submission at the cost of the Contractor. In addition, the contractor’s plan must be approved by the Engineer, City Representative and TxDOT, where applicable, prior to use.

SP 13. SUBMITTALS:

The contractor shall submit to the City’s Project Manager for review and approval all items required in the specification of the following items prior to beginning work:

a. Work Plan indicating sequence and schedule

b. Material storage locations

c. Subcontractors to be used, if applicable

d. SWPPP and TCEQ NOI and NOT

e. Trench safety plan and/or trench box certifications

f. Test reports, mill reports, specifications, product data, and product/materials submittals as required by the Technical Specifications and these special provisions

g. Certifications per General Specifications

SP 14. DESCRIPTION OF PAY ITEMS

Any and all work specifically called for in the Contract Documents or which is required for the proper construction of items called for in the Contract Documents is to be performed by the Contractor. The cost of all work for which there is no separate pay item in the proposal shall be subsidiary and included in the price for related pay items such that work called for or required by the Contract Documents will be completed for the Contract Price.

SP 15. CONTRACTOR PROVIDED AS BUILT SURVEY

The contractor shall provide an as built survey of all underground water and sewer utilities installed per contract documents. This as built survey shall include all connection points to existing infrastructure and include points at all fittings and joints. The cost associated with this requirement shall be included in the related bid item. The contractor shall provide the design engineer with the as built survey in a .DWG format.

TECHNICAL SPECIFICATIONS

2020 B/CS UDG – GENERAL SPECIFICATIONS:

Section 01 30 00……….Digital Construction Pictures Section 01 55 26……….Traffic Control Section 01 71 13……….Mobilization Section 01 71 23……….Construction Surveying Section 02 14 13.13……Removal of Existing Concrete Section 03 30 00……….Concrete Section 03 30 01……….Concrete Blocking or Anchorage Section 03 34 00……….Flowable Fill Existing Line Section 09 03 12……….Conductive Trace Wire for Water and Sewer Force Main Section 31 11 00……….Clearing and Grubbing Section 31 23 23.53……Cement Stabilized Sand Backfill Section 31 23 33……….Excavating, Trenching, and Backfilling Section 31 25 13……….Erosion and Sedimentation Control Section 31 50 00……….Trench Safety Section 32 92 13……….Hydro Mulch Seeding Section 32 92 19……….Seeding for Erosion Control Section 32 92 23……….Sodding for Erosion Control (Block Sodding) Section 33 05 01……….Polyvinylchloride Pipe and Fittings Section 33 05 02……….Ductile Iron Pipe

2020 B/CS UDG – STREETS:

Section 31 23 00……….Excavation and Embankment Section 31 23 23……….Roadway Embankment Section 32 05 17……….Asphalts, Oils, and Emulsions Section 32 11 14……….Flexible Base Crushed Stone Limestone Section 32 11 16……….Subgrade Preparation and Compaction Section 32 11 27….……Reworking Base Material Section 32 11 29……….Lime Stabilization Section 32 11 29.01...….Sprinkling Section 32 11 29.02……Rolling Section 32 11 34……….Cement Stabilization of Material in Place Section 32 12 13.16……Tack Coat – Asphaltic Section 32 12 13.23……Prime Coat – Asphaltic Section 32 12 16……….Hot-Mix Asphaltic Concrete Pavement Section 32 13 13……….Concrete Pavement Section 32 16 13……….Concrete Curb and Gutter Section 32 16 13.01……Concrete Sidewalk Section 32 17 23.23……Pavement Markers (Reflectorized) Section 34 41 13……….Signage

2004 TxDOT Standard Specifications:

Refer to TxDOT’s “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2004” for the specifications listed in this section.

100 Preparing Right-of-Way 636 Aluminum Signs 656 Foundations for Traffic Control Devices* 666 Reflectorized Pavement Markings 668 Prefabricated Pavement Markings 672 Raised Pavement Markers* 678 Pavement Surface Preparation for Markings*

* Items will be considered subsidiary to applicable bid items and not paid directly.

F O

C O

N C

O N

, T

Y O

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

CONSTRUCTION PLANS FOR

COLLEGE STATION, TEXAS

STONEBRIDGE AND SCARBOROUGH

DRIVE ROUNDABOUT

THE CITY OF COLLEGE STATION

VICINITY MAP

MARCH 2024

N.T.S.ENGINEER

KHA #064295081

SURVEYOR

KERR SURVEYING

CoCS #23300721

PROJECT

LOCATION

ROCK PRAIRIE ROAD

STATE HIGHWAY 6

WOODCREEK DRIVE

STONEBRIDGE

DRIVE

SCARBOROUGH

DRIVE

SCOTT &

WHITE DRIVE

C0.0

C O

Sheet List Table Sheet Number Sheet Title

C0.0 COVER

C1.0 GENERAL NOTES

C2.0 HORIZONTAL CONTROL

C3.0 PAVING DETAILS

C4.0 DETOUR PLAN

C5.0 PAVEMENT DEMOLITION PLAN

C6.0 PAVING PLAN

C7.0 PAVEMENT JOINT PLAN

C8.0 GRADING

C9.0 STRIPING & SIGNAGE

C10.0 UTILITY PLAN

C11.0 EROSION CONTROL

ST1 BRYAN - COLLEGE STATION STANDARD STREET DETAILS

SWPP1 BRYAN - COLLEGE STATION STANDARD STORM WATER POLLUTION

PREVENTION DETAILS

W1 BRYAN - COLLEGE STATION STANDARD WATER DETAILS

EC (9) - 16 (1) TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL

MEASURES - EROSION CONTROL LOG

EC (9) - 16 (2) TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL

MEASURES - EROSION CONTROL LOG

EC (9) - 16 (3) TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL

MEASURES - EROSION CONTROL LOG

CS ST 2 COLLEGE STATION SIGN STANDARD

http://www.kimley-horn.com

F O

C O

N C

O N

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GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES,

WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. THE

INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING

UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS

APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE

OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL

APPURTENACES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER

SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

ANY SUCH INFORMATION OR DATA, AND THE CONTRACTOR SHALL HAVE

THE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH

INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES,

FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH

UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY

AND PROTECTION THEREOF, AND FOR REPAIRING ANY DAMAGE THERETO

RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED

AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR

SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN

WRITING AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF

CONSTRUCTION SO THAT THE LOCATION OF UNDERGROUND UTILITIES

CAN BE MARKED.

FRANCHISE UTILITY CONTACTS

FRONTIER COMMUNICATIONS (KEVIN MOSELEY):

(512) 869-2257

ALTICE COMMUNICATIONS EAST TEXAS (DAN AUGSBURGER):

(979) 595-2429

CITY OF COLLEGE STATION - ELECTRIC (SAM WEIDO):

(979) 764-6255

CITY OF COLLEGE STATION - WATER (RAMIRO MARTINEZ):

(979) 764-6349

CITY OF COLLEGE STATION - SEWER (RAMIRO MARTINEZ):

(979) 764-6349

ATMOS ENERGY CORPORATION (KOREY LEMOND):

(979) 286-4939

2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN -

COLLEGE STATION STANDARD DETAILS AND B/CS UNIFIED TECHNICAL

SPECIFICATIONS UNLESS NOTED OTHERWISE.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PERFORMING ALL

CONSTRUCTION LAYOUTS AND STAKING FROM THE SITE LAYOUT

CONTROL POINTS, AND FROM THE DIMENSIONS AND CENTERLINES

SHOWN. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

4. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND

DRIVEWAYS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS

FROM THE CONSTRUCTION AT ALL TIMES. NO SEPARATE PAY.

5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING ROADBED AND

DITCHES TO ENSURE PROPER DRAINAGE AT ALL TIMES.

6. GRAVEL OR BASE MATERIAL ON ALL EXISTING STREETS AND DRIVEWAYS

MAY BE SALVAGED AND USED TO TIE-IN NEW CONSTRUCTION WITH

EXISTING. DRIVEWAYS WILL BE GRADED TO PROVIDE SMOOTH

CONNECTIONS TO NEW CONSTRUCTION AND SHALL BE RESTORED TO A

CONDITION EQUAL TO OR BETTER THAN THAT EXISTING BEFORE WORK.

ALL SALVAGEABLE ASPHALT, GRAVEL OR ROCK BASE MATERIAL NOT

USED IN THE WORK WILL BECOME THE PROPERTY OF THE CONTRACTOR.

7. ALL DISTURBED AREAS SHALL BE SOLID BLOCK SOD UNLESS OTHERWISE

NOTED. AREAS THAT ARE HYDROMULCHED OR SODDED SHALL BE

CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY

MAINTAINED. RESTORED AREAS SHALL BE WATERED, FERTILIZED, AND

HYDROMULCHED AND/OR RESODDED, IF NECESSARY.

8. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY

DAMAGES TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED TO,

FENCES, WALLS, PAVEMENT, IRRIGATION, LANDSCAPE, GRASS, AND

TREES, AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE

SUBSIDIARY TO THE CONTRACT AMOUNT. ALL ADJACENT PROPERTY

DAMAGED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO

EQUAL OR BETTER CONDITION THAN WHICH IT WAS FOUND BEFORE SUCH

WORK WAS UNDERTAKEN, NO SEPARATE PAY.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY

PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. CITY OF

COLLEGE STATION FEES WILL BE WAIVED.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A NEAT AND

ACCURATE RECORD OF CONSTRUCTION FOR THE CITY'S RECORDS. AT

THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE

THE CITY FULL SIZE MARKUPS THAT RECORD ALL CONSTRUCTION

DEVIATING FROM THE PLANS AND ALL EXISTING PRIVATE UTILITIES

ENCOUNTERED, BOTH HORIZONTALLY AND VERTICALLY.

11. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER

CONSTRUCTION ITEMS ON ADJACENT PROPERTIES OR RIGHT-OF-WAY

WITHOUT THE PRIOR WRITTEN CONSENT OF THE PROPERTY OWNER OR

THE CITY (FOR R.O.W.) ALL CONSTRUCTION MATERIALS TO BE REMOVED

SHALL BE DISPOSED OF AT A LEGAL DISPOSAL LOCATION OFF SITE,

UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE PROPERTY OWNER

AND THE CITY.

12. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO

CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING

WATER, OR AS APPROVED BY THE CITY ENGINEER. NO SEPARATE PAY.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY IRON RODS

AND/OR BENCHMARKS ADJACENT TO THE ROW DURING THE COURSE OF

CONSTRUCTION. ANY IRON RODS AND/OR BENCHMARKS DISTURBED

DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT

NO EXTRA PAY.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SURVEY

MONUMENTS SHOWN ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL REQUIRED CONSTRUCTION SURVEYING.

15. ALL PAVING DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR FACE OF

CURB UNLESS OTHERWISE NOTED.

16. MANHOLES AND VALVE BOXES SHALL BE BLOCKED OUT IN PAVED AREAS.

ROADWAY PAVEMENT CONSTRUCTION IS TO RUN CONTINUOUS.

17. WHERE APPLICABLE, THE CONTRACTOR SHALL PROTECT NEW AND

EXISTING PAVEMENT BY PLACING RUBBER MATS OR EARTH ON THE

PAVEMENT TO PROTECT IT FROM TRACK MARKS AND/OR CRACKING

DURING CONSTRUCTION (NON-PAY ITEM).

18. THE CONTRACTOR SHALL PROTECT ANY EXISTING AND/OR PROPOSED

STORM SEWER PIPE, WHICH IS IN THE PROPOSED SUBGRADE DURING

THE SUBGRADE STABILIZATION PROCESS.

19. CONNECTION OF THE PROPOSED SIDEWALK TO EXISTING PAVING,

SIDEWALK, AND WHEELCHAIR RAMPS SHALL BE CONSIDERED SUBSIDIARY

TO THE COST OF THE CONSTRUCTION OF THE SIDEWALK.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS

TO ADJACENT RESIDENTS, EMERGENCY AND FIRE FIGHTING VEHICLES AT

ALL TIMES, AND FOR THE UNINTERRUPTED COLLECTION OF SOLID WASTE.

A MINIMUM 72 HOUR NOTICE IS REQUIRED.

21. CONTRACTOR SHALL EXERCISE CAUTION AND MAINTAIN A CLEAR ZONE

OF AT LEAST 6 FEET BETWEEN THE CONTRACTOR'S EQUIPMENT AND ANY

POWER LINES. CONTRACTOR SHALL TAKE ALL NECESSARY BRACING AND

SHORING MEASURES TO PREVENT ANY DAMAGES TO POWER POLES.

CONTRACTOR SHALL COORDINATE BRACING AND SHORING WITH CSU or

BTU.

22. MANHOLE, VALVE, METER, CLEANOUT AND OTHER EXISTING OR

INSTALLED ITEMS SHALL BE PROTECTED OR CONSTRUCTED AND

ADJUSTED TO MATCH FINISHED GRADE. NO SEPARATE PAY.

23. ALL PIPE INSTALLED UNDER PAVEMENT SHALL BE INSTALLED WITH

STRUCTURAL BACKFILL PER DETAIL W2-02.

24. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL UTILITY

CROSSINGS IN ADVANCE OF THE INSTALLATION OF ANY PIPE IN ORDER

TO ALLOW FOR ADEQUATE TIME FOR REQUIRED RELOCATIONS FOR

ADJUSTMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY

DELAYS RESULTING FROM HIS FAILURE TO IDENTIFY CONFLICTS.

25. THE CONTRACTOR SHALL MAINTAIN WATER SERVICE AND SEWER

SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF

NECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE

OWNER). IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF

SERVICE OVERNIGHT. THIS WORK SHALL BE CONSIDERED SUBSIDIARY

TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE

ALLOWED. THE CONTRACTOR SHALL GIVE THE CITY, RESIDENTS, AND

BUSINESSES AFFECTED BY ANY ANTICIPATED WATER OR SEWER

SERVICE DISRUPTIONS AT LEAST FORTY EIGHT (48) HOURS PRIOR

NOTICE.

26. THE REMOVAL OF A FIRE HYDRANT SHALL INCLUDE THE COMPLETE

REMOVAL OF THE EXISTING FIRE HYDRANT, VALVE, AND LEAD, PLUGGING

OF THE EXISTING TEE, BACKFILL OF THE EXCAVATION, AND DELIVERY OF

THE SALVAGED FIRE HYDRANT ASSEMBLY TO THE CITY OF COLLEGE

STATION. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO

PROJECT.

27. CONTRACTOR SHALL INSTALL DETECTABLE TRACER WIRE FOR WATER

AND WARNING TAPE FOR SEWER IN ACCORDANCE WITH B/CS UNIFIED

TECHNICAL SPECIFICATION 175 CONDUCTIVE TRACE WIRE FOR

NON-METALLIC PIPE INSTALLATION. NO SEPARATE PAYMENT.

28. LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINAGE

FACILITIES IN THE AREA OF STORM DRAIN CONSTRUCTION AND OTHER

AREAS OF POSSIBLE CONFLICT SHALL BE UNCOVERED TO DETERMINE

EXACT LOCATION PRIOR TO START OF CONSTRUCTION.

29. REMOVAL AND INSTALLATION OF EXISTING AND TEMPORARY PAVEMENT

MARKINGS IS SUBSIDIARY TO ALL PAVEMENT MARKING BID ITEMS.

30. TREES LOCATED WITHIN THE RIGHT-OF-WAY SHALL ONLY BE REMOVED

AS NOTED. TREE REMOVAL IS SUBSIDIARY TO RIGHT-OF-WAY

PREPARATION.

31. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT IN NO

CASE HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL.

IN NO CASE SHALL PROPOSED SIDEWALK CROSS SLOPES EXCEED 2.0

PERCENT. IN NO CASE SHALL PROPOSED LONGITUDINAL SIDEWALK

SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER

PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO

CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND

T.A.S. COMPLIANCE ISSUES. ADA ROUTES BEYOND RAMPS AND

SIDEWALKS DESIGNATED TO BE CONSTRUCTED ARE NOT WITHIN THE

SCOPE OF THESE PLANS.

32. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION ADJACENT TO THE

RIGHT OF WAY. ANY IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION

SHALL BE REPAIRED AND LEFT IN WORKING CONDITION WITH NO

SEPARATE PAY.

SIGNAGE NOTES

1. SIGN SUBSTRATE (EXCEPT STREET NAME SIGNS) SHALL MEET

REQUIREMENTS FOR ASTM B 209 AND HAVE THE FOLLOWING

THICKNESSES: 0.080” FOR SIGNS LESS THAN 7.5 SQ. FEET, 0.100” FOR

SIGNS 7.5 TO 15 SQ. FEET, AND 0.125” FOR SIGNS GREATER THAN 15 SQ.

FEET.

2. ALL SIGN SHEETING MATERIALS SHALL MEET THE REQUIREMENTS OF

ASTM D 4956 TYPE, AS FOLLOWS:

- RED BACKGROUND - ASTM TYPE VII, VIII, IX, OR X (OR TXDOT TYPE D),

WITH ASTM TYPE III OR IV (TXDOT TYPE C) LEGEND /BORDER.

- WHITE BACKGROUND - ASTM TYPE III OR IV (TXDOT TYPE C) WITH

BLACK ACRYLIC LEGEND/BORDER

- YELLOW BACKGROUND - ASTM TYPE VII, VIII, IX, OR X (OR TXDOT TYPE

E) WITH BLACK ACRYLIC LEGNED/BORDER OR ASTM TYPE VII, VII, IX, OR

X (OR TXDOT TYPE D) LEGEND/SYMBOL.

- FLUORESCENT YELLOW-GREEN BACKGROUND - ASTM TYPE VII, VIII, IX,

OR X (OR TXDOT TYPE E), WITH BLACK ACRYLIC LEGEND/BORDER

(SCHOOL RELATED WARNING SIGNS)

- GREEN, BROWN, BLUE BACKGROUNDS - ASTM TYPE III OR IV (TXDOT

TYPE C) WITH WHITE ASTM TYPE VII, VIII, IX, OR X (TXDOT TYPE D)

LEGEND/BORDER.

3. SIGN SUPPORTS SHALL MEET CRASHWORTHY REQUIREMENTS OF NCHRP

350, AND UNLESS OTHERWISE SPECIFIED, SHALL BE THE STEEL

“TRIANGULAR SLIPBASE SYSTEM AND WEDGE ANCHOR SYSTEM.”

4. USE GALVANIZED STEEL, STAINLESS STEEL, OR DICHROMATE-SEALED

ALUMINUM FOR BOLTS, NUTS, WASHERS, LOCK WASHERS, SCREWS, AND

OTHER SIGN ASSEMBLY HARDWARE. USE PLASTIC OR NYLON WASHERS

TO AVOID TEARING THE SHEETING MATERIAL.

5. ALL SIGN COMPONENTS (SUBSTRATE, SHEETING, POST, SUPPORT,

MOUNTING, HARDWARE, ETC.) WILL NOT BE MEASURED OR PAID FOR

DIRECTLY BUT WILL BE SUBSIDIARY TO EACH UNIT SIGN.

TRAFFIC CONTROL NOTES

1. ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC. FOR THE

GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS SHALL

CONFORM TO THE INSTALLATION AND LOCATION GUIDELINES SHOWN IN

THE LATEST VERSION OF THE TEXAS MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD), AS CURRENTLY AMENDED, AS PUBLISHED

BY THE TEXAS DEPARTMENT OF TRANSPORTATION.

2. BARRICADES AND SIGNS SHALL BE PLACED IN SUCH A MANNER AS TO

NOT INTERFERE WITH THE SIGHT DISTANCE OF DRIVERS ENTERING THE

ROADWAYS, SIDE STREETS, OR PARKING.

STORM WATER DISCHARGE AUTHORIZATION:

1. CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER

POLLUTION PREVENTION REQUIREMENTS.

2. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ

GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT

DISCHARGE ELIMINATION SYSTEM TXR 150000.

3. THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS

SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCING

CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC

SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY

OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE

OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE

FROM THE SITE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF

THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF

APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS,

DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY

THE TCEQ AND EPA (E.G. NOI).

5. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES

RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR

CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES

AS SPECIFIED IN THE SWPPP.

6. A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR

CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY

BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING

CONSTRUCTION.

7. A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY

PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING

ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM

VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS

AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF

OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS

OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A

COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4

RECEIVING DISCHARGE FROM THE SITE.

STORM DRAINAGE:

1. ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY

WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.

2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND

APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE

STORM SEWER.

3. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION,

HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER

FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF

CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE

ENGINEER OF ANY CONFLICTS DISCOVERED.

4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS

SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB

INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM

SEWER.

5. FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF

PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND

FIELD CONDITIONS PRIOR TO THEIR INSTALLATION.

6. ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND

FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS

AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED

CITY INSPECTIONS.

7. ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND

FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE.

CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.

8. ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS

ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A

CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS

WATERTIGHT.

9. ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP.

PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS

III RCP OR OTHER APPROVED MATERIAL.

10. WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP

SHALL BE USED.

11. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL

STORM SEWER LINES.

12. EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL

BE PER CITY STANDARD DETAILS.

13. USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS

LESS THAN 100 FEET.

14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A

TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE

STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR

IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN

ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS,

INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE

ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.

15. THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.

C1.0

N O

Know what's below.

Call before you dig.

6'' SS

6'' W

6'' W 6'' W

6'' SS

UGE

TBM #1

N:10200863.31 E:3571899.64

ELEV:311.68

TBM #2

N:10200802.73

E:3572003.47

ELEV:310.78

STONEBRIDGE DRIVE

SCARBOROUGH DRIVE

EX. ROW

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

C2.0

H O

O N

C O

O L

NORTH

LEGEND

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

RIGHT OF WAY

EX. CURB

PROP. CURB

ROUNDABOUT TYPICAL SECTION

PROPOSED ROADWAY TYPICAL SECTION

C/LEX ROW EX ROW

±50' ROW

25.0' 25.0'

12.0' 12.0' 2.0' 2.0'

PROP. STANDARD 6"

MONOLITHIC CURB

2.0'

PROP. PAVEMENT SECTION

REF. 2/C3.0

EX GROUND EX GROUND

C/L

VARIESVARIES

2.0'

EX GROUND

PROP. 6" REINFORCED

CONCRETE PAVEMENT 3,500 PSI

@ 28 DAYS WITH #4 BARS 12"

O.C.E.W PER B/CS SPEC 32 13 13

VARIES

VARIES VARIES

2.0'

EX GROUND

VARIES

4" INTEGRAL COLORED

CONCRETE CENTRAL ISLAND

RE: INTEGRAL CONCRETE

COLOR DETAIL SHEET C6.0

PROP. PAVEMENT SECTION

REF. 2/C3.0

F O

C O

N C

O N

, T

Y O

G D

C3.0

LAYDOWN CURB PER ST1-00

24" DOWEL

EXPANSION JOINT

C3.0

SCALE: N.T.S.

CURB TRANSITION DETAIL

TRANSITIONIN 5'

12"

1.5"

4"x12" CURB

6" CURB

#4 BAR

<-FACE OF CURB->

THE EXPOSED SUBGRADE SOILS SHALL

MEET PROOF ROLLING REQUIREMENTS. IN

ADDITION, THE UPPER 6" OF SUBGRADE

SHALL BE SCARIFIED AND COMPACTED TO

AT LEAST 95% OF THE MAXIMUM DRY

DENSITY DETERMINED IN ACCORDANCE

WITH ASTM 698. THE MOISTURE CONTENT

OF THE SOILS SHALL BE WITHIN ±2% OF THE

OPTIMUM MOISTURE CONTENT , INCLUSIVE.

NO. 4 BARS 18" O.C.E.W.

3500 PSI CONCRETE AT 28 DAYS

3.0 "6"

C3.0

SCALE: N.T.S.

CONCRETE PAVEMENT SECTION

6" CEMENT STABILIZED SAND WITH A

MINIMUM COMPRESSIVE STRENGTH OF 100

PSI AND A MAXIMUM COMPRESSIVE

STRENGTH OF 300 PSI.

F O

C O

N C

O N

, T

Y O

C4.0

O U

R P

TRAFFIC DIRECTION

TYPE 3 BARRICADE

NORTH

LEGEND

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

NORTHING: 10200993.87

EASTING: 3571865.01

SAWCUT EX. PVMT

NORTHING: 10200984.16

EASTING: 3571838.81

SAWCUT EX. PVMT

NORTHING: 10201077.87

EASTING: 3571837.88

SAWCUT EX. PVMT

NORTHING: 10201069.91

EASTING: 3571811.16

SAWCUT EX. PVMT

NORTHING: 10201043.31

EASTING: 3571888.83

SAWCUT EX. PVMT

NORTHING: 10201062.81

EASTING: 3571882.18

SAWCUT EX. PVMT

NORTHING: 10201066.62

EASTING: 3571896.10

SAWCUT EX. PVMT

NORTHING: 10201088.31

EASTING: 3571890.15

SAWCUT EX. PVMT

EX. ROW

EX. TREE

TO REMAIN

EX. WATER VALVE

TO REMAIN

EX. SANITARY

SEWER MANHOLE

TO REMAIN

EX. TREE

TO REMAIN

CONTRACTOR

SHALL REMOVE

EX. TREE

EX. STREET LIGHT

TO REMAIN

EX. TREE

TO REMAIN

EX. 6" WATER

EX. UNDERGROUND

ELECTRIC

EX. 6" SANITARY

SEWER

EX. FIRE HYDRANT

ASSEMBLY TO BE

REMOVED AND

RELOCATED

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

EX. ROW

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

EX. 6" WATER

REMOVE EXISTING SIGN

AND SALVAGE STREET

SIGNS

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

C5.0

1. ALL SALVAGED MATERIAL DAMAGED DURING

REMOVAL SHALL BE REPLACED AT

CONTRACTOR'S EXPENSE. NO SEPARATE PAY.

2. ALL EXISTING PAVEMENT, STORM DRAIN, AND

UTILITIES TO REMAIN UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL REMOVE PAVEMENT

MARKINGS AS REQUIRED.

4. REMOVE ALL PAVEMENT MARKINGS AS REQUIRED

FOR INSTALLATION OF NEW MARKINGS,

SUBSIDIARY TO RIGHT-OF-WAY PREPARATION.

5. MANHOLE, VALVE, METER, CLEANOUT AND OTHER

EXISTING OR INSTALLED ITEMS SHALL BE

PROTECTED OR CONSTRUCTED AND ADJUSTED

TO MATCH FINISHED GRADE. NO SEPARATE PAY.

6. IF EXISTING SIGNS ARE NOT TO BE USED AS

CONSTRUCTION TEMPORARY SIGNAGE THEN

THEY SHALL BE RETURNED TO THE CITY OF

COLLEGE STATION. CONTACT TRAFFIC SIGNS &

MARKINGS SUPERVISOR. EXISTING SIGN TOPPERS

TO BE RETURNED TO THE CITY OF COLLEGE

STATION FOR INSTALL ON NEW SIGNAGE

7. THE CONTRACTOR SHALL DESIGN BUILD THE

EXISTING IRRIGATION SYSTEMS REQUIRED

MODIFICATION. ALL IRRIGATION WORK SHALL BE

COMPLETED BY A LICENSED IRRIGATOR.

NOTES

LEGEND

CONCRETE PAVEMENT REMOVAL

SAWCUT

NORTH

ROW

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

ROW

UGE

UGE UGE UGE

UGE

SCARBOROUGH DRIVE

EX. ROW

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

28.04'

27.79'

14.43'

.00

9.00'

EX. TREE

(TYP)

EX. WATER VALVE

TO REMAIN

EX. SANITARY

SEWER MANHOLE

TO REMAIN

STO

EBR

G E D

IVE

5' CURB TRANSITION

(REF. SHEET C3.0 FOR DETAIL)

5' CURB TRANSITION

(REF. SHEET C3.0 FOR DETAIL)

5' CURB TRANSITION

(REF. SHEET C3.0 FOR DETAIL)

5' CURB TRANSITION

(REF. SHEET C3.0 FOR DETAIL)

5' CURB TRANSITION

(REF. SHEET C3.0 FOR DETAIL)

5' CURB TRANSITION AROUND THE RADIUS

(REF. SHEET C3.0 FOR DETAIL)

EX. CONCRETE

PAVEMENT

EX. CONCRETE

PAVEMENT

EX. CONCRETE

PAVEMENT

EX. MONOLITHIC

LAYDOWN CURB

EX. MONOLITHIC

LAYDOWN CURB

PROP. MONOLITHIC

LAYDOWN CURB

(REF. DETAIL ST1-00)

TYPICAL MONOLITHIC CURB

(REF. DETAIL ST1-01)

TYPICAL MONOLITHIC CURB

(REF. DETAIL ST1-01)

TYPICAL MONOLITHIC CURB

(REF. DETAIL ST1-01)

2.50'

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

R44.50'

R24.50'

R 44.50'

R3.50'

R 333.50'

.5 0'

R14.50'

R24.50'

R49.50'

R35.50'

R25.50'

R24.50'

9.00'

.00

EX. MONOLITHIC

LAYDOWN CURB

EX. MONOLITHIC

LAYDOWN CURB

POINT TABLE

DESC.

PCC

CEN

NORTHING:

10200993.87

10200989.04

10200984.20

10200988.75

10201000.01

10201013.92

10201039.50

10201065.12

10201069.93

10201073.89

10201077.84

10201072.04

10201065.89

10201059.70

10201061.49

10201065.18

10201067.69

10201071.97

10201087.60

10201088.31

10201066.62

10201062.81

10201054.30

10201043.41

10201041.47

10201028.33

10201020.77

10200998.80

10201020.21

10201017.85

10201033.20

10201041.32

10201042.16

10201026.82

10201030.01

EASTING:

3571865.01

3571851.96

3571838.90

3571837.00

3571824.66

3571810.79

3571810.28

3571812.38

3571811.25

3571824.52

3571837.79

3571839.53

3571842.57

3571852.65

3571870.56

3571881.38

3571889.64

3571892.04

3571887.76

3571890.15

3571896.10

3571882.18

3571885.09

3571888.81

3571884.27

3571868.49

3571864.65

3571863.66

3571841.16

3571832.55

3571828.74

3571835.22

3571841.77

3571845.57

3571837.16

ELEV.

308.91

309.01

308.79

309.22

308.82

308.36

307.75

307.14

306.62

306.79

306.52

307.18

307.38

307.75

308.09

308.26

308.37

308.43

308.74

308.37

307.96

307.79

308.02

307.87

308.29

308.08

308.37

309.17

308.72

308.50

308.10

308.12

308.50

308.36

F O

C O

N C

O N

, T

Y O

G P

C6.0

1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS

OTHERWISE NOTED.

2. ALL ELEVATIONS ARE TO TOP OF CURB UNLESS

OTHERWISE NOTED.

3. SOLID SOD ALL DISTURBED AREAS OUTSIDE OF PAVING.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING

ADA REQUIREMENTS ON ALL SIDEWALKS.

5. CONTRACTOR SHALL PROTECT ALL POWER POLES

LOCATED IN THE RIGHT-OF-WAY.

6. CONTRACTOR SHALL REFERENCE SHEET C3.0 FOR

PAVEMENT SECTIONS

7. POINT TABLE ABBREVIATIONS STAND FOR THE

FOLLOWING:

ME MATCH EXISTING

PV PAVEMENT

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PT POINT OF TANGENCY

BC BACK OF CURB

CEN CENTER

NOTES

EX. CURB

PROP. CURB

NORTH

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

LEGEND

PROP. CONCRETE PAVEMENT

RIGHT OF WAY

STAMPED CONCRETE

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

EJEJEJ

12.24' 11.42'

9.00'

(TYP.)

50' R.O.W.

' R

.O .W

50' R.O.W.

EX. ROW

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

9.00'

(TYP.)

9.00'

(TYP.)

9.00'

(TYP.)

13.34'

EJEJ

EJ EJ

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

C7.0

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

1. CONTRACTOR SHALL PROVIDE JOINTING PER PLAN.

ANY DEVIATION SHALL BE SUBMITTED TO ENGINEER

FOR APPROVAL.

2. CONTRACTOR SHALL COORDINATE AND SCHEDULE AN

IN-PERSON MEETING TO REVIEW THE REINFORCING

STEEL PATTERNS AT THE ROUNDABOUT BEFORE

CONCRETE IS PLACED. THE ENGINEER, OR DELEGATE

OF THE ENGINEER, SHALL BE INVITED TO THIS MEETING

AND GIVEN AT LEAST 48 HOURS ADVANCE NOTICE OF

THE MEETING. IF THE ROUNDABOUT IS BUILT IN PHASES

THEN EACH PHASE WILL REQUIRE THIS COORDINATION

MEETING.

3. CURB SHALL BE POURED MONOLITHICALLY WHERE

POSSIBLE.

4. EXPANSION JOINT REQUIRED FOR EACH LANE

SEPARATION.

5. STEEL SHALL BE PLACED RADIALLY WITHIN THE

CIRCULATING LANES.

6. ALL DIMENSIONS ARE TO FACE OF CURB OR CONTROL

JOINT.

7. MAXIMUM JOINT SPACING SHALL COMPLY WITH THE

CITY STANDARDS.

8. PROVIDE CONTINUOUS NO. 4 REBAR 2" OFF FACE AT

ALL CONTROL JOINTS, AT BOTH SIDES OF JOINT.

9. ALL REBAR 12" MAXIMUM SPACING.

10. REFER TO PAVING STANDARD DETAILS FOR

ADDITIONAL JOINTING INFORMATION.

NOTES

LEGEND

PROP. CONCRETE PAVEMENT

RIGHT OF WAY

STAMPED CONCRETE

PROPOSED EXPANSION JOINT

PROPOSED CONTROL JOINT

PROPOSED BUTT JOINT

NORTH

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

308.5

307.5

308.0

307.0

309.0

9.5

308.5

8.0

307.5

307.0

308.0

7.5

308.0

307.5

306.5

306.0

307.0

306.5

308.5

308.0

308.84 ME 308.79 ME

307.84 ME

307.79 ME

307.96 ME

308.38 ME

306.61 ME

306.48 ME

308.12

307.76

307.80

308.12

308.37

307.73

308.5

309.0

309.5

310.0

305.5

1.93%

2.40%

1.39%

1.93%

2.10% 2.12%

306.79 ME

308.02 ME

1.47%

1.92%

308.69

307.86

307.25

306.96

307.25

307.57

307.76 307.87

308.36

308.05

307.59

306.68

308.0

EX. ROW

H P

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

306.64 306.65

308.32

308.72 308.67

307.87

307.58

307.79

308.5

309.01 ME

F O

C O

N C

O N

, T

Y O

F G

C8.0

LEGEND

EX. 0.5-FOOT TOPO

PROP. 0.5-FOOT TOPO

100.0 100.5

0.00 ME

0.00 SPOT ELEVATION

MATCH EXISTING

GRADING HIGH POINTHP HP

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

NORTH

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

EX. ROW

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

R1-2 36" x 36" x 36"

D1-1 VARIES x 36"

SCARBOROUGH DRIVE

R6-5P 30" x 30"

M.P.H.

100.0'

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

R1-2 36" x 36" x 36"

D1-1 VARIES x 36"

STONEBRIDGE DRIVE

R6-5P 30" x 30"

R1-2 36" x 36" x 36"

D1-1 VARIES x 36" SCARBOROUGH DRIVE

R6-5P 30" x 30"

W2-6 30" x 30"

M.P.H.

W13-1P 18" x 18"

W2-6 30" x 30"

M.P.H.

W13-1P 18" x 18"

W2-6 30" x 30"

W13-1P 18" x 18"

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

C9.0

1. ALL DIMENSIONS ARE TO FRONT OF CURB UNLESS

OTHERWISE NOTED.

2. ALL TYPE I STRIPING SHALL BE PER TxDOT

SPECIFICATION ITEM 666.

3. ALL SIGNS SHALL HAVE A WEDGE ANCHOR SYSTEM PER

TXDOT DETAIL SMD (TWT) - 08. SYSTEM SHALL HAVE

BRONZE POLES PER CITY OF COLLEGE STATION PUBLIC

STREET NAME SIGN STANDARD DETAIL. CONTRACTOR

TO COORDINATE LOCATION PRIOR TO CONSTRUCTION.

NOTES

LEGEND

RIGHT OF WAY

EX. CURB

PROP. CURB

SIGN

NORTH

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

4 INSTALL 4" DOUBLE YELLOW STRIPE

WITH A-A RPM'S.

TYPE I THERMOPLASTIC

INSTALL SOLID WHITE DOUBLE ARROW.

TYPE I THERMOPLASTIC

1 INSTALL 6" SOLID WHITE STRIPING.

TYPE I THERMOPLASTIC

INSTALL 6" X 24" BROKEN WHITE STRIPING

SPACED 24" APART.

INSTALL WHITE CROSS WALK STRIPING

24" STRIPE WITH 4' GAP.

TYPE I THERMOPLASTIC

5 INSTALL 4" SINGLE YELLOW STRIPE.

TYPE I THERMOPLASTIC

6 INSTALL SOLID WHITE SINGLE ARROW.

TYPE I THERMOPLASTIC

INSTALL 36" X 24" SOLID YIELD TRIANGLES

SPACED 12" APART.

TYPE I THERMOPLASTIC

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

EX. ROW

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

FINCH & NANCY RAY

9401 STONEBRIDGE DR

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

EX. SANITARY

SEWER MANHOLE

TO REMAIN

EX. STREET LIGHT

TO REMAIN

EX. 6" WATER

EX. UNDERGROUND

ELECTRIC

EX. 6" SANITARY

SEWER

EX. 6" WATER

NORTHING: 10201024.97

EASTING: 3571869.87

INSTALL RELOCATED

FIRE HYDRANT

ASSEMBLY W/ GATE VALVE

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

F U

C10.0

LEGEND

GAS EX GAS

EX WATER

EX STORM SEWER

EX SANITARY SEWER

MANHOLES

SS EX SANITARY SEWER

OHP EX OVERHEAD POWER

FOL EX FIBER OPTIC LINE

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

NORTH

W PROP WATER

PROP WATER GATE VALVE

PROP WATER FIRE HYDRANT

6'' SS

6'' W 6'' W

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

UGE

UGE UGE UGE

UGE

U G

STO

EBR

G E D

IVE

SCARBOROUGH DRIVE

EX. ROW

MIRZA & SARA WAJAHAT

9315 STONEBRIDGE DR

DONALD LANE HAMBLIN

9312 STONEBRIDGE DR

FINCH & NANCY RAY

9401 STONEBRIDGE DR

WOODCREEK PH1

LOT STONEBRIDGE COMMON AREA

9.33 ACRES

F O

C O

N C

O N

, T

Y O

O N

C O

O L

C11.0

1. STREETS AT THE CONSTRUCTION ENTRANCE/EXIT SHALL BE

SWEPT AND MAINTAINED DURING CONSTRUCTION.

2. CONTRACTOR SHALL PLACE INLET PROTECTION PER BCS

UDO DETAIL SWPP1-00 AT THE INTERSECTION OF

WOODCREEK DRIVE AND STONEBRIDGE DRIVE

LEGEND

EX 1-FOOT TOPO

PROP 1-FOOT TOPO

NOTES

EROSION CONTROL LOGS

FLOW ARROWS

EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES

DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE

PLANS.

CAUTION!!

Know what's below.

Call before you dig.

NORTH

SILT FENCESF

Wedge

Stub pipe

Plastic Insert

See Detail A

27"

30"

12" Dia

10"

14"

30"

12" Dia

Post

Detail A

0.2W

0.6W 0.2W

W(max)=8FT

Note 4)

(See General

Post

Note 4)

(See General

Post

Sign Installation Using a Prefabricated T-Bracket for Thin-Wall Tubing Post

(* - See General Note 6)

T-Bracket

SM RD SGN ASSM TY TWT(X)WS(X)

SM RD SGN ASSM TY TWT(X)UA(P)

View A-A reusability.

for optimal ground

1/4" above flush to should be

Tubular socket

Socket

Tubular

(Approx.)

3" of concrete.

approx. 2.0 cf should take

Foundation in the plans).

elsewhere unless noted

(shall be used

Footing

Concrete

Non-reinforced of concrete.

approx. 2.0 cf should take

Foundation in the plans).

elsewhere unless noted

(shall be used

Footing

Concrete

Non-reinforced

(3" Nominal)

Stub Pipe

Schedule 40

Diameter

3 1/2"

(3" Nominal)

Stub Pipe

Schedule 40

Diameter

3 1/2"

Ring

Compression

(2" Nominal)

Wall Tube

0.095 Thin

2.375" Diameter

Spaced)

Slots (4 Equally

1/4 x 2 7/8"

A A

6" min or joint to edge

10"

10" Pipe Stub

Plate

Base

Coupler

3/4" dia.

1/2"

3 1/2"

Concrete anchor consists of 5/8" diameter stud bolt with

UNC series bolt threads on the upper end. A heavy hex nut washers shall be galvanized per Item 445, "Galvanizing."

Adhesive type anchors shall have stud bolts installed with

Adhesive anchors may be loaded after adequate epoxy cure per ASTM A563 and hardened washer per ASTM F436. The time per the manufacturer's recommendations.

allowable tension and shear of 2450…

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File details come from the government source that posted it. Updated Jun 25, 2024.