R-05-09-08-11F1 - 9/8/2005 RESOLUTION NO. R-05-09-08-11F1
WHEREAS, the City of Round Rock has previously entered into a
Contract for Engineering Services ( "Agreement") with HDR Engineering,
Inc . for IH-35 modifications from Chandler Road to Westinghouse Road,
and
WHEREAS, HDR Engineering, Inc. has submitted Supplemental
Contract No. 3 to the Contract to modify the provisions for the scope
of services, and
WHEREAS, the City Council desires to enter into said Supplemental
Contract No. 3 with HDR Engineering, Inc. , Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on
behalf of the City Supplemental Contract No. 3 to the Contract with
HDR Engineering, Inc. , a copy of same being attached hereto as Exhibit
"A" and incorporated herein for all purposes .
The City Council hereby finds and declares that written notice of
the date, hour, place and subject of the meeting at which this
Resolution was adopted was posted and that such meeting was open to the
public as required by law at all times during which this Resolution and
the subject matter hereof were discussed, considered and formally acted
upon, all as required by the Open Meetings Act , Chapter 551, Texas
Government Code, as amended.
RESOLVED this 8th day of September, 2005 .
NYLE LL, M r
ATTES /
. j Cit Round Rock, Texas
CHRISTINE R. MARTINEZ, City Secretary
@PFDesktop\::ODMA/WORLDOX/O:/WDOX/RESOLUTI/R50908FI.WPD/—C
3) Project Administration:
a) The Engineer will coordinate with TxDOT concerning the driveway location.
b) The Engineer will complete and submit to the proper jurisdiction application for a Driveway
Permit. The Engineer will also prepare and submit the application for work within TxDOT right-
of-way.
c) Prepare for and attend one (1) meeting with City officials to review and discuss the entrance road
relocation.
CHANDLER ROAD WATER MAIN RELOCATION
The engineering services for the proposed improvements shall consist of completing the following
items/information as part of the waterline and valve relocation work necessary to accommodate
roadway improvements at Chandler Road and IH35: The plan sheets will be developed on the basis
they will be transmitted to the Developer for inclusion in their construction documents for the
additional water main improvements to the east along Chandler Road. The plan set will not be
completed as a stand alone set of construction drawings.
1) The following sheets will be required to deepen existing 12" and 18" waterlines, relocate the valves,
and remove the PRV vault on the north side of Chandler Road near the IH 35.northbound frontage
road.
a) Develop a Demolition/Removal Plan including the existing water mains and the PRV structure.
b) Develop a construction Installation Plan sheet.
c) Prepare a Plan and Profile sheet for the 12" waterline.
d) Prepare a Plan and Profile for the 18" waterline.
e) Develop and complete a construction Detail sheet including construction notes.
2) Utility location services (SUE) will be provided in the project corridor. These services will include
Quality Level B (horizontal locates)described as follows:
a) Approximately 1,580 linear feet of Round Rock water main will be designated (Quality Level B
(QL-B) SUE services). .
b) Quality Service Level B (QL-B Designating Services) Designate is to indicate, by marking with
paint, the presence and approximate horizontal location of subsurface utilities using geophysical
prospecting techniques, including, without limitations, electromagnetic, sonic and acoustical
techniques. The Engineer will provide the following designating services to aid the design of
site, right-of-way, construction plans or project development plans, or for other purposes as
agreed to by the parties. Included will be the following:
1. Provide all equipment, personnel and supplies required for performing designating
services.
2. Conduct appropriate investigation of site conditions.
B-3
3. Designate the approximate horizontal location of the existing utilities within the project
limits as previously described.
4. Mark the utilities on the ground to be surveyed and/or excavated.
5. Markings on the ground are to be used for design purposes and not for construction
excavation purposes. The use of information provided does not relieve any contractor
from the duty to comply with applicable utility damage prevention laws and regulations,
including, but not limited to, giving notification to utility owners or "one-call' centers
before excavation.
6. The accuracy of subsurface data can be influenced by factors beyond our control, such as
conductivity of materials and their surroundings, soil moisture content,proximity of other
underground utilities or structures, depth of utility, etc. Therefore, only the accuracy of
data obtained by actual physical verification (through vacuum excavation or otherwise)
can be guaranteed to applicable engineering and/or surveying standards.
The Engineer will provide all SUE services to the prevailing standard of care applicable in the
Subsurface Utility Engineering profession.
3) Project Administration:
d) Developer Coordination will include transmittal of design drawings and up to one meeting.
e) One meeting will be attended with the City to review the proposed design.
B-4
ADDENDUM TO EXHIBIT C
Work Schedule
The changes to the scope of this project are as follows:
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P4ea t of
ADDENDUM TO EXHIBIT D
Fee Schedule
The changes to the fee schedule for this project are as follows:
ADDENDUM TO EXHIBIT D
Fee Schedule
Project Name: IH 35 Chandler Road to Westinghouse.Road-Supplement No.3
...........................................................................
Consultant: HDR Engineering,lnc...............................................................................
.............
Turn McNeil Water Total
Cost Component, Hours Lanes Park Main Hours
Project Principal
Project Manager/Senior Engineer. 18 12 12 42
Design Engineer 22 20 32 74
Engineer-in-Training 24 16 40
Sr. Design Technician 0
CADD Technician 44 40 34 118
Clerical/Steno 4 4
Total Hours 108 88 82 278
Cost Component, Dollars Rate
Project Principal $236 $0 $0 $0 $0
Project Manager/Senior Engineer. $151 $2,718 $1,812 $1,812 $6,343
Design Engineer $117 $2,577 $2,342 $3,748 $8,667
Engineer-in-Training $86 $2,071 $1,381 $0 $3,452
Sr. Design Technician $99 $0 $0 $0 $0
CADD Technician $77 $3,390 $3,082 $2,620 $9,092
Clerical/Steno $55 $0 $0 $222 $222
Labor Dollars $10,756 $8,617 $8,402 $27,775
TOTAL EXPENSES $ 572 $ 493 $ 452 $ 1,517
SUE(Surveying &Mapping, Inc.) $ 2,110
Survey $ 3,340
Turn McNeil Water
Lanes Park Main TOTAL
TOTAL LUMP SUM FEE $ 11,328 $ 12,450 $ 10,964 $ 34,742
v���oPo
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FM 143A
H 35 Improvements -RDUNDROCKTE%AS
WRPot�MSW'.P0.MPLPIT�'.
DATE: September 1, 2005
SUBJECT: City Council Meeting - September 8, 2005
ITEM: *11.F.1. Consider a resolution authorizing the Mayor to execute Supplemental
Agreement No. 3 to the Contract for Engineering Services with HDR
Engineering, Inc. for the IH-35 Improvements Project (Chandler Road to
Westinghouse).
Department: Transportation Services
Staff Person: Tom Martin, Director of Transportation Services
Justification:
This proposed Supplemental Agreement will revise the scope of services for the inclusion of additional
design services for the IH-35 Area Improvements Project. The additional work includes a right turn
lane, an acceleration lane, and entrances to the IKEA facilities along the Northbound IH 35 frontage
road between Chandler Creek and Chandler Road; a right turn lane and entrances, also for IKEA,
along Chandler Road; relocation of the McNeil Park entrance and road; relocation of the waterline and
valves at the Northeast quadrant of the intersection of Chandler Road and northbound frontage road;
and utility location services (SUE) along the project corridor.
Funding:
Cost: $34, 742.00
Source of funds: 4B Corporation (1/2 cent Sales Tax)
Outside Resources: HDR Engineering, Inc.
Background Information:
The original scope of this project included the reversing of the on and off ramps at Chandler Road,
construction of a turnaround structure at Chandler Road at IH-35. The original contract with HDR
Engineering for the design of this work was approved by the Council at their March 11, 2004 meeting.
Supplemental Contract No. 1, approved by the City Council at their January 13, 2005 meeting, revised
the scope to include the design of a turnaround structure at Westinghouse Road, widening Chandler
Road /RM 1431 overpass to a six lane structure, and ancillary roadway work to align with the bridge
widening, as well as miscellaneous acceleration and deceleration lane work to improve traffic flow,
extension of the north bound frontage road to Westinghouse Road and associated intersection
improvements. Supplemental Contract No. 2, approved by the City Council at their July 28, 2005,
revised the scope to include work required by TxDOT that included improvements to better allow for
increased traffic volumes anticipated due to the proposed Simon/Chelsea Development in the area of
Chandler Road/RM 1431, IH-35, and Westinghouse Road. Supplemental Contract No. 2 also included
revisions of the traffic control plan; revised storm sewer plans; revised design of Chandler Road
bridge for the inclusion of 2 additional lanes; and miscellaneous utility relocation services.
Public Comment: N/A
EXECUTED
DOCUMENT
FOLLOWS
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 3
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: HDR Engineering, Inc. ("Engineer")
ADDRESS: 4401 West Gate Blvd., Suite 400,Austin, TX 78745
PROJECT: 11135 Frontage Road (Chandler Road to Westinghouse)
This Supplemental Contract No. 3 to Contract for Engineering Services is made by and
between the City of Round Rock, Texas, hereinafter called the "City" and HDR
Engineering, Inc., hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services,
hereinafter called the "Contract", on the 1 Ith day of March, 2004 for the IH-35 Frontage
Road (Chandler Road to Westinghouse) in the amount of$836,329.00; and
WHEREAS,the City and Engineer executed Supplemental Contract No. 1 on January
13, 2005 to modify the provisions for the scope of services and to increase the
compensation by$418,431.00 for a total of$1,254,760.00; and
WHEREAS,the City and Engineer executed Supplemental Contract No. 2 on July 28,
2005, to modify the provisions for the scope of services and to increase the
compensation by$158,520.00 for a total of$1,413,280.00; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for
the scope of services and to increase the compensation by$34,742.00 for a total of
$1,448,022.00; and
NOW THEREFORE, premises considered, the City and the Engineer agree that said
Agreement is amended as follows:
I. Article 2, Scope Of Services and Exhibit B, Engineering Services shall be
amended as set forth in the attached Addendum To Exhibit B. Exhibit C,
Work Schedule shall be amended as set forth in the attached Addendum To
Exhibit C.
R-05-09-08-OPl
II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by
increasing by$34,742.00 the lump sum amount payable under the Contract
for a total of$1,448,022.00 as shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
HDR ENGINEERING, INC.
By.
Ja es K. (Ken) Ha ey, P.E.
Executive Vice President
Date: F/a/b�
CITY OF"VD PROVED AS T FORM:
By: L, .
-,-�axwX VStephan L. Sheets
Mayor City Attorney
Date:— 9 - 3- 65"
ADDENDUM TO EXHIBIT B
Engineering Services
The changes to the scope of this project are as follows:
The work to be performed under this supplement shall consist of completing the following
items/information between Chandler Creek and Chandler Road along the northbound IH 35 frontage
road and along Chandler Road to the east of the existing Chandler Road bridge:
CHANDLER ROAD AND 11135 NORTHBOUND FRONTAGE ROAD
The engineering services for the proposed improvements on the Chandler Road and northbound
frontage road will not be developed as a stand alone plan set. They will be prepared for inclusion into
the existing construction drawings for the IH 35 Improvement project currently on the TxDOT letting
schedule. The services for this project segment will be as follows:
1) The following services will be provided to incorporate a right turn lane and an acceleration lane
along the northbound IH 35 frontage road between Chandler Creek and Chandler Road. It is not
anticipated the Traffic Control Plan will require modification due to these improvements.
a) Revise the geometry and callouts on the Northbound IH 35 Frontage Road Plan & Profile sheets
to include the turn and acceleration lanes and corresponding driveways.
b) Revise the Drainage Plan sheets along the IH 35 Northbound Frontage Road to account for the
right turn lane and acceleration lane. Existing drainage calculations will be reviewed and
modified as necessary to reflect the proposed improvements.
c) Revise the Summary of Quantity sheets to reflect the additional quantities for these
improvements.
2) The following additional sheets will be required along Chandler Road for the addition of a right turn
lane between the northbound IH 35 Frontage Road and Oakmont Drive:
a) Develop and complete a new Plan & Profile sheet along Chandler Road for the right turn lane
and corresponding driveway. This new sheet will include all pertinent information in accordance
with the original contract.
b) Develop and complete a new Drainage Plan sheet along Chandler Road. Storm inlets trunk lines
and cross runs will be reviewed and modified as necessary. Existing drainage calculations will
be reviewed and modified as necessary to reflect the proposed improvements.
c) Develop and complete culvert layout sheets for the two driveway culverts along the northbound
frontage road. This will include drainage calculations to size the culverts.
d) Develop and complete a new signing and striping sheet along Chandler Road to reflect the
proposed right turn lane.
e) Provide new traffic control sheets along Chandler Road incorporating the proposed turn lane..
f) Revise the Summary of Quantity sheets to reflect the additional quantities for these
improvements.
B-1
3) Project Administration:
g) The Engineer will coordinate with the City of Round Rock and area developers as the plan sheets
are being completed. This will include one (1) meeting and the sharing of drawing files and
design information with the developers' engineer(s).
h) The Engineer will coordinate with TxDOT concerning the driveway locations and incorporation
of the plans sheets into the IH 35 project documents.
i) The Engineer will complete and submit to the proper jurisdiction applications for Driveway
Permits.
McNEIL PARK DRIVE AND ENTRANCE ROAD RELOCATION
The engineering services for the proposed improvements on the McNeil Park driveway and entrance
road relocation will be developed as a stand alone plan set. The project scope will include relocating
the existing drive approximately 200 to the south and the entrance road will be designed to tie into the
existing entrance road approximately 250 feet to the east of the existing northbound frontage road. The
plan set will include the necessary geometrics,plan and profile views, elevations,quantities, typicals,
details and notes required to construct the proposed improvements. The preparation of bid documents
is not included in this scope of services. The services for this project segment will be as follows:
1) The engineering services for the development of plan sheets for the relocation the McNeil Park
driveway and entrance road will include the following:
a) Develop and complete a Title Sheet showing the name of the project and project location.
b) Development of a Removal Plan sheet displaying the removal of the existing McNeil Park
driveway, the westernmost segment of the entrance road and the existing culvert at the McNeil
Park driveway. This sheet will also include the location of significant (8" diameter of greater)
trees slated for removal.
c) Development of a Plan & Profile sheet for the relocated driveway and entrance road.
d) Development of a Culvert layout sheet for the new culvert at the relocated McNeil Park
driveway. This will also include hydrologic and hydraulic information for the new culvert along
with any pertinent details required.
e) Development of erosion control and surface restoration details.
f) Development of construction notes, typical sections and construction details.
g) Calculation of quantities and completion of Summary of Quantities for the proposed
improvements.
2) Survey services will be completed to facilitate the design of the proposed improvements. These
services will include the following:
a) Collect data southerly of the entrance to McNeil Park for approximately 250 feet and easterly of
the IH 35 Right-of-Way for approximately 250 feet. Data will include existing pavement edges,
structures, trees 8" diameter and greater, visible utilities and spot elevations sufficient to generate
a one (1) foot contour interval DTM.
B-2
3) Project Administration:
a) The Engineer will coordinate with TxDOT concerning the driveway location.
b) The Engineer will complete and submit to the proper jurisdiction application for a Driveway
Permit. The Engineer will also prepare and submit the application for work within TxDOT right-
of-way.
c) Prepare for and attend one (1) meeting with City officials to review and discuss the entrance road
relocation.
CHANDLER ROAD WATER MAIN RELOCATION
The engineering services for the proposed improvements shall consist of completing the following
items/information as part of the waterline and valve relocation work necessary to accommodate
roadway improvements at Chandler Road and IH35: The plan sheets will be developed on the basis
they will be transmitted to the Developer for inclusion in their construction documents for the
additional water main improvements to the east along Chandler Road. The plan set will not be
completed as a stand alone set of construction drawings.
1) The following sheets will be required to deepen existing 12" and 18" waterlines, relocate the valves,
and remove the PRV vault on the north side of Chandler Road near the IH 35.northbound frontage
road.
a) Develop a Demolition/Removal Plan including the existing water mains and the PRV structure.
b) Develop a construction Installation Plan sheet.
c) Prepare a Plan and Profile sheet for the 12" waterline.
d) Prepare a Plan and Profile for the 18" waterline.
e) Develop and complete a construction Detail sheet including construction notes.
2) Utility location services (SUE) will be provided in the project corridor. These services will include
Quality Level B (horizontal locates)described as follows:
a) Approximately 1,580 linear feet of Round Rock water main will be designated (Quality Level B
(QL-B) SUE services). .
b) Quality Service Level B (QL-B Designating Services) Designate is to indicate, by marking with
paint, the presence and approximate horizontal location of subsurface utilities using geophysical
prospecting techniques, including, without limitations, electromagnetic, sonic and acoustical
techniques. The Engineer will provide the following designating services to aid the design of
site, right-of-way, construction plans or project development plans, or for other purposes as
agreed to by the parties. Included will be the following:
1. Provide all equipment, personnel and supplies required for performing designating
services.
2. Conduct appropriate investigation of site conditions.
B-3
3. Designate the approximate horizontal location of the existing utilities within the project
limits as previously described.
4. Mark the utilities on the ground to be surveyed and/or excavated.
5. Markings on the ground are to be used for design purposes and not for construction
excavation purposes. The use of information provided does not relieve any contractor
from the duty to comply with applicable utility damage prevention laws and regulations,
including, but not limited to, giving notification to utility owners or "one-call" centers
before excavation.
6. The accuracy of subsurface data can be influenced by factors beyond our control, such as
conductivity of materials and their surroundings, soil moisture content,proximity of other
underground utilities or structures, depth of utility, etc. Therefore, only the accuracy of
data obtained by actual physical verification (through vacuum excavation or otherwise)
can be guaranteed to applicable engineering and/or surveying standards.
The Engineer will provide all SUE services to the prevailing standard of care applicable in the
Subsurface Utility Engineering profession.
3) Project Administration:
d) Developer Coordination will include transmittal of design drawings and up to one meeting.
e) One meeting will be attended with the City to review the proposed design.
B-4
ADDENDUM TO EXHIBIT C
Work Schedule
The changes to the scope of this project are as follows:
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ADDENDUM TO EXHIBIT D
Fee Schedule
The changes to the fee schedule for this project are as follows:
ADDENDUM TO EXHIBIT D
Fee Schedule
Project Name: IH 35 Chandler Road to Westinghouse Road -Supplement No.3
........................................................................... .......................
Consultant: H.DR. .. in
En eerin , Inc...............................................................................
. .......
......
Turn McNeil Water Total
Cost Component, Hours Lanes Park Main Hours
Project Principal
Project Manager/Senior Engineer. 18 12 12 42
Design Engineer 22 20 32 74
Engineer-in-Training 24 16 40
Sr. Design Technician 0
CADD Technician 44 40 34 118
Clerical/Steno 4 4
Total Hours 108 88 82 278
Cost Component, Dollars Rate
Project Principal $236 $0 $0 $0 $0
Project Manager/Senior Engineer. $151 $2,718 $1,812 $1,812 $6,343
Design Engineer $117 $2,577 $2,342 $3,748 $8,667
Engineer-in-Training $86 $2,071 $1,381 $0 $3,452
Sr. Design Technician $99 $0 $0 $0 $0
CADD Technician $77 $3,390 $3,082 $2,620 $9,092
Clerical/Steno $55 $0 $0 $222 $222
Labor Dollars $10,756 $8,617 $8,402 $27,775
TOTAL EXPENSES $ 572 $ 493 $ 452 $ 1,517
SUE(Surveying &Mapping, Inc.) $ 2,110
Survey $ 3,340
Turn McNeil Water
Lanes Park Main TOTAL
TOTAL LUMP SUM FEE $ 11,328 $ 12,450 $ 10,964 $ 34,742
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 3
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: HDR Engineering, Inc. ("Engineer")
ADDRESS: 4401 West Gate Blvd., Suite 400,Austin, TX 78745
PROJECT: 11135 Frontage Road (Chandler Road to Westinghouse)
This Supplemental Contract No. 3 to Contract for Engineering Services is made by and
between the City of Round Rock, Texas, hereinafter called the "City" and HDR
Engineering, Inc., hereinafter called the "Engineer".
WHEREAS,the City and Engineer executed a Contract for Engineering Services,
hereinafter called the "Contract", on the 1 lth day of March, 2004 for the IH-35 Frontage
Road(Chandler Road to Westinghouse) in the amount of$836,329.00; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 1 on January
13, 2005 to modify the provisions for the scope of services and to increase the
compensation by$418,431.00 for a total of$1,254,760.00; and
WHEREAS,the City and Engineer executed Supplemental Contract No. 2 on July 28,
2005, to modify the provisions for the scope of services and to increase the
compensation by$158,520.00 for a total of$1,413,280.00; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for
the scope of services and to increase the compensation by$34,742.00 for a total of
$1,448,022.00; and
NOW THEREFORE,premises considered, the City and the Engineer agree that said
Agreement is amended as follows:
I. Article 2, Scope Of Services and Exhibit B, Engineering Services shall be
amended as set forth in the attached Addendum To Exhibit B. Exhibit C,
Work Schedule shall be amended as set forth in the attached Addendum To
Exhibit C.
E"
HIBIT
"Al
II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by
increasing by$34,742.00 the lump sum amount payable under the Contract
for a total of$1,448,022.00 as shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
HDR ENGINEERING,INC.
By. /
9V,4
Jafnes K. (Ken) Ha ey, P.E.
Executive Vice President
Date: fF//p/0�
CITY OF ROUND ROCK APPROVED AS TO FORM:
By:
Nyle Maxwell Stephan L. Sheets
Mayor City Attorney
Date:
ADDENDUM TO EXHIBIT B
Engineering Services
The changes to the scope of this project are as follows:
The work to be performed under this supplement shall consist of completing the following
items/information between Chandler Creek and Chandler Road along the northbound 11135 frontage
road and along Chandler Road to the east of the existing Chandler Road bridge:
CHANDLER ROAD AND IH 35 NORTHBOUND FRONTAGE ROAD
The engineering services for the proposed improvements on the Chandler Road and northbound
frontage road will not be developed as a stand alone plan set. They will be prepared for inclusion into
the existing construction drawings for the IH 35 Improvement project currently on the TxDOT letting
schedule. The services for this project segment will be as follows:
1) The following services will be provided to incorporate a right turn lane and an acceleration lane
along the northbound IH 35 frontage road between Chandler Creek and Chandler Road. It is not
anticipated the Traffic Control Plan will require modification due to these improvements.
a) Revise the geometry and callouts on the Northbound IH 35 Frontage Road Plan & Profile sheets
to include the turn and acceleration lanes and corresponding driveways.
b) Revise the Drainage Plan sheets along the IH 35 Northbound Frontage Road to account for the
right turn lane and acceleration lane. Existing drainage calculations will be reviewed and
modified as necessary to reflect the proposed improvements.
c) Revise the Summary of Quantity sheets to reflect the additional quantities for these
improvements.
2) The following additional sheets will be required along Chandler Road for the addition of a right turn
lane between the northbound IH 35 Frontage Road and Oakmont Drive:
a) Develop and complete a new Plan & Profile sheet along Chandler Road for the right turn lane
and corresponding driveway. This new sheet will include all pertinent information in accordance
with the original contract.
b) Develop and complete a new Drainage Plan sheet along Chandler Road. Storm inlets trunk lines
and cross runs will be reviewed and modified as necessary. Existing drainage calculations will
be reviewed and modified as necessary to reflect the proposed improvements.
c) Develop and complete culvert layout sheets for the two driveway culverts along the northbound
frontage road. This will include drainage calculations to size the culverts.
d) Develop and complete a new signing and striping sheet along Chandler Road to reflect the
proposed right turn lane.
e) Provide new traffic control sheets along Chandler Road incorporating the proposed turn lane..
f) Revise the Summary of Quantity sheets to reflect the additional quantities for these
improvements.
B-1
3) Project Administration:
g) The Engineer will coordinate with the City of Round Rock and area developers as the plan sheets
are being completed. This will include one (1) meeting and the sharing of drawing files and
design information with the developers' engineer(s).
h) The Engineer will coordinate with TxDOT concerning the driveway locations and incorporation
of the plans sheets into the IH 35 project documents.
i) The Engineer will complete and submit to the proper jurisdiction applications for Driveway
Permits.
McNEIL PARK DRIVE AND ENTRANCE ROAD RELOCATION
The engineering services for the proposed improvements on the McNeil Park driveway and entrance
road relocation will be developed as a stand alone plan set. The project scope will include relocating
the existing drive approximately 200 to the south and the entrance road will be designed to tie into the
existing entrance road approximately 250 feet to the east of the existing northbound frontage road. The
plan set will include the necessary geometrics,plan and profile views, elevations, quantities, typicals,
details and notes required to construct the proposed improvements. The preparation of bid documents
is not included in this scope of services. The services for this project segment will be as follows:
1) The engineering services for the development of plan sheets for the relocation the McNeil Park
driveway and entrance road will include the following:
a) Develop and complete a Title Sheet showing the name of the project and project location.
b) Development of a Removal Plan sheet displaying the removal of the existing McNeil Park
driveway, the westernmost segment of the entrance road and the existing culvert at the McNeil
Park driveway. This sheet will also include the location of significant (8" diameter of greater)
trees slated for removal.
c) Development of a Plan &Profile sheet for the relocated driveway and entrance road.
d) Development of a Culvert layout sheet for the new culvert at the relocated McNeil Park
driveway. This will also include hydrologic and hydraulic information for the new culvert along
with any pertinent details required.
e) Development of erosion control and surface restoration details.
f) Development of construction notes, typical sections and construction details.
g) Calculation of quantities and completion of Summary of Quantities for the proposed
improvements.
2) Survey services will be completed to facilitate the design of the proposed improvements. These
services will include the following:
a) Collect data southerly of the entrance to McNeil Park for approximately 250 feet and easterly of
the IH 35 Right-of-Way for approximately 250 feet. Data will include existing pavement edges,
structures, trees 8"diameter and greater, visible utilities and spot elevations sufficient to generate
a one (1) foot contour interval DTM.
B-2