General Notes. Specifications. Drawings.2024 Webster Av.pdf

E. HANSEN

C. BELTZ

GENERAL 1

N/A N/A

ROADWAY IMPROVEMENT

WEBSTER AVE

25 N Spruce Street, Suite 310

Colorado Springs, CO 80905

Tel: 719-299-5077, basisp.com

INDEX OF SHEETS

Tel: 719-299-5077, basisp.com

Colorado Springs, CO 80905

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

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Designer:

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MP-189

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MP-440

MP-190

MP-191

MP-438

Improvements

Webster Ave

US-70

US-7

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Y

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HWY-24

PUBLIC WORKS DEPARTMENT

CITY OF BURLINGTON

PRELIMINARY PLANS OF PROPOSED

WEBSTER AVENUE ROADWAY IMPROVEMENT

May 12, 2023

1"=5,000'

Burlington Middle School Roadway Improvement Plans20to17

Burlington Elementary School Roadway Improvement Plans16to13

Webster Ave Roadway Improvement Plans12to6

Tabulation of Roadway5

Summary of Approximate Quantities4

General Notes3to2

Title Sheet1

Roadway Improvements

Burlington Elementary School

Roadway Improvements

Burlington Middle School https://basisp.com/ CalebBeltz Stamp

CalebBeltz Rectangle

C. JENNINGS

GENERAL 2

N/A N/A

GENERAL NOTES

Tel: 719-299-5077, basisp.com

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

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utility equipment, and items designated for reset. Disposal of materials must be approved by City representative prior to being the Contractor and responsibility of the Contractor to properly dispose. Exceptions include, but are not limited to: traffic signs, Unless noted otherwise or directed by the city, all materials that are removed by the Contractor shall become the property of 22.

SF/GAL100Pavement Marking Paint

LB/CF133Aggregate Base Course

GAL/SY0.05Emulsified Asphalt (undiluted)

LB/(SY*INCH)110Asphalt

For plan quantities, the following rates were used:21.

Products List.

Concrete shall have a minimum compressive strength of 4,000 psi and be a Class D mix design on the CDOT Approved 20.

applied between lifts and above the Aggregate Base Course.

A tack coat shall be applied to all vertical edges including concrete edges. The tack coat shall have 100% coverage and be 19.

Asphalt materials shall use a CDOT APL mix that has been pre-approved by the City.18.

Aggregate Base Course shall be Class 6 and Hot Mix Asphalt shall be Grade S (75) (PG 64-28).17.

other method as approved by the Engineer. Sawcutting costs are included in the work and will not be paid for separately.

Where it is required to sawcut existing pavement, the cutting shall be done to a neat vertical work line with a cutting blade or 16.

MATERIALS

paving. Portions of overexcavation and replacement of subgrade may be required at the direction of the City.

15. The contractor shall patch ruts, depressions, holes or areas of asphlat that are too fragile for mill and overlay prior to material at the City's direction. Should the City reject the material, the contractor will be responsible for the disposal.

The contractor shall offer millings to the City of Burlington for stockpiling. The contractor will deliver and stockpile the 14.

approval of the City.

The Contractor shall not remove any existing signs, pavement markings, traffic signals or traffic control devices without prior 13.

Contact the City for instructions before disturbing trees or roots.12.

Record immediately and shall suspend affected work until directed by the City.

If field conditions are found to be different than shown on the plans, the Contractor shall notify the City and Engineer of 11.

The Contractor shall obtain all required permits at no additional cost to the project.10.

construction. Construction will not take place or interfere with school drop-off and pick-up times.

to any street closures or property access changes, or any water line or sewer construction at least 24 hours prior to any

The contractor shall notify the City of Burlington fire department, police department, school districts, and US postal service prior 9.

Potholing shall be utilized for determining required relocations. be marked before beginning any excavation work of any kind.

avoid damage thereto. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) and wait for utilities to

Contractor is responsible for making his own determination as to the type and location of utilities as may be necessary to

The Underground utility lines are not shown on the plans and were not identified as part of the survey for this project. 8.

inspector and shall compensate utility owner for all overtime charges.

inspection. The Contractor shall coordinate inspections that will occur outside regular business hours with the utility owner owner. The Contractor shall notify the utility owner inspector at least two working days prior to beginning work that requires

All work done on or near utilities or appurtenances shall be inspected or be offered the opportunity for inspection by the utility 7.

Utility relocations are not anticipated with this project. Any utility conflict found should be relayed to the owner immediately.6.

Subsurface Utility Engineering was not performed for this project due to the limited depth of disturbance per ASCE 38-22.5.

reported to the utility owner. All repairs to gas shall be made by the utility owner staff and paid for by the Contractor.

repairs immediately to the satisfaction of the Engineer of Record and utility owner. Damage to gas lines will immediately be

The Contractor is responsible for any damage to utilities as a result of their actions. The Contractor shall make all the required 4.

All valves and manholes located within the project limits shall be adjusted to match proposed grade by the Contractor. 3.

or other utility owners shall meet the requirements of the latest version of the applicable utility owner's standards.

All work related to water lines, wastewater, gas, electric, and any other infrastructure operated by the City of Burlington (City) 2.

- Colorado Department of Transportation M&S Standard Plans

- Colorado Department of Transportation Standard Specifications for Road and Bridge Construction

All work shall be done in accordance with the latest versions of the following, in order of precedence:1.

and verify positive drainage grade of the forms before placing concrete.

Drainage at the Middle School is to be corrected to flow East along B St. in the curb and gutter. Contractor is to set hubs 42.

of the culvert.

No culvert extensions are anticipated. Any grading around the ends of culvert(s) shall not impede stormwater or the function 41.

work.

All culvert(s) in the project area shall be cleaned. It is assumed that 1 EA of Clean Culvert will be necessary to complete this 40.

DRAINAGE

39. Clearing and Grubbing will not be measured or paid seperately and shall be included in the cost of work.

historic drainage patterns.

Drainage shall not be concentrated and shall generally flow toward the proposed drainage swale or otherwise follow -

The finished surface shall have a smooth, even appearance with no significant grade breaks.-

Finished elevations of pavement shall meet the following criteria:38.

MISCELLANEOUS

roll cannot be achieved, the Contractor shall suspend work in the area until direction is provided by the City.

37. Recompacted subgrade shall be proof-rolled in accordance with CDOT Standard Specification Section 304. If accceptable proof-and asphalt shall not be placed atop frozen ground.

Frozen ground shall be allowed to thaw completely or shall be removed prior to placement of materials or compaction. Concrete 36.

Aggregate base course, backfill and subgrade shall be compacted per CDOT Standard Specifications Section 304.5.3

GEOTECHNICAL

At least one sanitary facility shall be provided on site by Contractor.34.

at any point during construction. Access to adjacent properties must be maintained at all times.

Minimize disturbance to areas outside of the work area. Road closures shall not prevent access to nearby homes or businesses 33.

traffic is to be paid on an hourly basis as approved by City.

and shall provide required traffic control measures to detour vehicular traffic at no additional cost to the project. Flagging of

Unless otherwise approved by the City, the Contractor shall at all times maintain public vehicle access through the project area 32.

additional cost to the project.

Installation and maintenance of all traffic control devices is the responsibility of the contractor. This will be completed at no 31.

Parking and staging areas for employees of the Contractor and staging areas shall be approved by the City prior to use.30.

the City.

public right of way including vehicle traveled ways and pedestrian paths within the project limits at all times until acceptance by

The Contractor shall be responsible for creation of a traffic control plan, installation of traffic control, and maintenance of the 27.

and will not be measured or paid separately.

The Contractor shall mitigate dust as directed by the City. Water used for dust and air pollution control is included in the work 26.

CONSTRUCTION PHASING

survey control on this project do not need to be reset.

all disturbed survey markers at no additional cost to the project, except that survey nails placed in asphalt for the purpose of

The Contractor shall carefully preserve all monuments, benchmarks, range ties, and property markers. The Contractor shall reset 25.

No survey was performed for this project. Data shown utilizes coordinates from Google Earth imagery.24.

SURVEY

strength of 3,200psi.

23. New asphalt shall not be placed against freshly poured concrete. Concrete shall be 5 days old or have reached a compressive

GENERAL NOTES

Stamp

C. JENNINGS

GENERAL 3

N/A N/A

GENERAL NOTES

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

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Designer:

Sheet Number Subset Sheets:

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ROADWAY DEVELOPMENT

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Upon removal of Control Measures, all disturbed areas shall be replaced in kind matching existing materials.56.

Erosion control measures shall be in place prior to any blading or roadway construction activities.55.

Contractor to establish Erosion Control Supervisor for the site and management of Control Measures.54.

runoff.

Contractor shall place silt fencing and erosion control logs to protect adjacent properties and structures from stormwater 53.

State. In granting the use of such chemicals, special conditions and monitoring may be required.

No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by the 52.

along with proper disposal methods.

appropriate cleanup methods can be employed. Manufacturer's recommended methods for spill cleanup shall be followed, containment or equivalent adequate protection. All spills shall be cleaned up immediately after discovery, or contained until drainage system or facility. Bulk storage structures for petroleum products and other chemicals shall have secondary to contain all spills and prevent any spilled material from entering the MS4, including any surface or subsurface storm

Spill prevention and containment measures shall be used at all storage, equipment fueling, and equipment servicing areas so as 51.

by stormwater runoff into the storm sewer system at any time.

original containers, with original manufacturer's labels. Materials shall not be stored in a location where they may be carried perform the work in an orderly sequence. All materials stored on-site shall be stored in a neat, orderly manner, in their

The quantity of materials stored on the project site shall be limited, as much as practical, to that quantity required to 50.

other public way, unless in accordance with an approved Traffic Control Plan.

Building, construction, excavation, or other waste materials shall not be temporarily placed or stored in the street, alley, or 49.

or facilities.

Concrete wash water shall not be discharged to or allowed to runoff to any surface or subsurface storm drainage system 48.

Construction Control Measures must be removed prior to closeout.

All Construction Control Measures shall be maintained until permanent stabilization measures are implemented. Temporary 47.

of State Waters.

Stormwater discharges from construction sites shall not cause or threaten to cause pollution, contamination, or degradation 46.

as outlined in the Erosion Control and Stormwater Quality Guide.

Stormwater Control Measures are required when excavation is performed or earth is disturbed and shall follow CDOT standards 45.

expense of the Contractor.

work, including damage that may be caused by the presence of a Control Measure, shall be repaired by the Contractor at the operation of erosion Control Measures. Any damage caused by storm water flows to temporary, partially-completed, or finished

The Contractor shall conduct and phase work so that the flow of storm water is not impeded except as necessary for proper 44.

regulations shall apply.

and water quality control laws, rules, or regulations of other Federal or State agencies, the more restrictive laws, rules, or included in the Colorado Department of Transportation's MS4 Permit. In the event of conflicts between these requirements

(33 USC 1344), including regulations promulgated and certifications or permits issued, in addition to the requirements

Individuals shall comply with the "Colorado Water Quality Control Act" (Title 25, Article 8, CRS) and the "Clean Water Act" 43.

GRADING AND EROSION CONTROL

GENERAL NOTES (CONT.)

To extent possible, the Contractor shall perform the work around the schools during summer break.

All concrete work shall be completed prior to milling.

portions of Phase 2 as funding allows. The City will direct the work to commence or stop to meet available funding.

Work will be performed as the budget accomodates. It is intended to perform all work in Phase 1 listed above, and may include

4. Webster from 8th St. to Lincoln Ave.

Phase 2:

3. Burlington Middle School

2. Burlington Elementary School

1. Webster Ave. from Hwy 24 to 8th St.

Phase 1:

The areas of work for the project are broken into these areas, in this order of perference:

SEQUENCE OF WORK

QTYS 4

N/A N/A

APPROXIMATE QUANTITIES

SUMMARY OF

AS CONSTPLANAS CONSTPLANAS CONSTPLANSHEETPAGEBOOK

TOTALS

PHASE 2 PROJECT

TOTALS

PHASE 1 PROJECT

ROADWAY

UNITCONTRACT ITEM

ITEM NO

CONTRACT

INDEX

112LSTemporary Traffic Control Devices630-80001

801,1781,258SFPreformed Thermoplastic Pavement Marking (Xwalk-Stop Line)627-30410

383573GALEpoxy Pavement Marking627-00005

112LSMobilization626-00000

112EASanitary Facility620-00020

6007131,313LFCurb and Gutter Type 2 (Special)609-21900

340340LFCurb and Gutter Type 2 (Section II-B) (Special)609-21023

4040SYConcrete Sidewalk608-00000

11EAManhole Ring and Cover604-50200

1111SYConcrete Pavement (8 Inch) (Reinforced)412-00815

1,3301,2512,581GALEmulsified Asphalt (Slow-Setting)411-10255

2,6692,8385,507TONHot Mix Asphalt (Grade SX) (75) (PG 64-28)403-34751

48127175TONHot Mix Asphalt (Patching) (Asphalt)403-00720

37116153TONAggregate Base Course (Class 6)304-06000

122436HRSweeping (Sediment Removal) 208-00106

11EAClean Culvert202-04002

112EAConcrete Washout Structure 208-00045

24,27225,78850,060SYRemoval of Asphalt Mat (Planing) 202-00240

1111SYRemoval of Concrete Pavement 202-00210

6001,0531,653LFRemoval of Curb and Gutter 202-00203

1313SYDiamond Grinding Concrete Pavement202-00172

4040SYRemoval of Sidewalk 202-00200

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

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Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

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File Name: BWEB_SHT_GEN_SOAQ.dgn

Project Name

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*R&R Curb and Gutter Type 2 (Section II-B)(Special) not shown in plans. R&R of Curb and Gutter to be performed at the direction of the City prior to work commencing.

1,3133405,50750,060Project Totals:

501455110% Irregularities:

1,3133405,00645,509Subtotals:

63573130 Ave

Donelan

END55+8020

84766150 Ave

Harrison 55+8054+3019

1541,398230 Ave

Harrison 54+3052+0018

3131201,092200 Ave

Harrison

52+00BEGIN17

1631401,277210 Ave

SENTER

END32+1016

1772091,897210 Ave

SENTER

32+10BEGIN15

10998722011th St43+1040+9014

413749011th St40+90BEGIN13

1161,059313TOP

Ave

Webster

END284+0012

2191,992700BOT

Ave

Webster 284+00277+0011

3222,924700TOP

Ave

Webster 277+00270+0011

3563,232700BOT

Ave

Webster 270+00263+0010

2572,340680TOP

Ave

Webster 263+00256+2010

*400

1461,326320BOT

Ave

Webster 256+20253+009

1741,590360BOT

Ave

Webster 253+00249+409

3723,385720TOP

Ave

Railroad 249+40242+209

3713,374720BOT

Ave

Railroad 242+20235+008

3703,365680TOP

Ave

Railroad 235+00227+808

3202,908700BOT

Ave

Railroad 227+80220+807

3713,369720TOP

Ave

Railroad 220+80213+607

3613,283700BOT

Ave

Railroad 213+60206+606

*600

3302,998660TOP

Ave

Railroad

206+60BEGIN6

LFLFTONSYLFTOP/BOT

ENDBEGIN

(Special)

Curb and Gutter Type 2

(Section II-B) (Special)

Curb and Gutter Type 2

(75) (PG 64-28)

Hot Mix Asphalt (Grading SX)

(Planing)

Removal of Asphalt Mat

609-21900609-21023403-34751202-00240

LENGTHVIEW

NAME

STREET

STATION

SHEETPHASE

TABULATION OF ROADWAY

TAB 5

N/A N/A

TABULATION OF ROADWAY

25 N Spruce St, Suite 310

Basis Partners

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2" Mill and Overlay

(Phase 1)

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

(Phase 2)

ROADWAY 6

1"=50' N/A

WEBSTER AVE (PHASE 2)

ROADWAY PLAN

M A

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No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

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Begin Phase 2

Match Existing

Begin Mill & Overlay

Begin Construction

200+22 Double Centerlines Yellow, 4" Wide

Stop Line White, 24" Wide

Double Centerlines Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

T C

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0' 50'25'

0' 50'25'

C. BELTZ

C. BELTZ

ROADWAY 7

1"=50' N/A

25 N Spruce St, Suite 310

Basis Partners

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No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h t

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S RAILROAD AVE

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WEBSTER AVE

Match Existing Concrete

End Mill & Overlay

226+57

Match Existing Concrete

Begin Mill & Overlay

227+00

Double Centerlines Yellow, 4" Wide

Double Centerlines Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

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C. BELTZ

C. BELTZ

ROADWAY 8

1"=50' N/A

25 N Spruce St, Suite 310

Basis Partners

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No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

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WEBSTER AVE

T

H S

T

T H

S T

T H

S T

T

H S

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Double Centerlines Yellow, 4" Wide

Double Centerlines Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

0 2

T C

H L

IN

E

M A

T C

H L

I N

E

M A

T C

H L I N

E

M A

T C

H L I N

E

0' 50'25'

0' 50'25'

C. BELTZ

C. BELTZ

ROADWAY 9

1"=50' N/A

WEBSTER AVE (PHASE 1 & 2)

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_50-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :2

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

WEBSTER AVE

WEBSTER AVE

T

H S

T

T

H S

T

H W

Y

End Phase 2

Match Existing Concrete

End Mill & Overlay

252+74

Begin Phase 1

Match Existing Concrete

Begin Mill & Overlay

253+23

Double Centerlines Yellow, 4" Wide

Double Centerlines Yellow, 4" Wide

Channelizing Lines White, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

T C

H L I N

E

M A

T C

H L I N

E

M A

T C

H L I N

E

0' 50'25'

0' 50'25'

M A

T C

H L I N

E

C. BELTZ

C. BELTZ

ROADWAY 10

1"=50' N/A

WEBSTER AVE (PHASE 1)

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_50-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1

/2

:3

:2

A

M Z

S h a r e d

\1

P r o je c ts

\2

I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k

\9

S h e e ts

\T O

B

W E

B \B

W E

B

S H

T

R D

W Y

P la n

S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

WEBSTER AVE

WEBSTER AVE

M A

R B

L E

V

E

Match Existing Concrete

Begin Mill & Overlay

261+12Match Existing Concrete

End Mill & Overlay

259+75

Double Centerlines Yellow, 4" Wide

Double Centerlines Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

T C

H L I N

E

M A

T C

H L I N

E

M A

T C

H L I N

E

M A

T C

H L I N

E

0' 50'25'

0' 50'25'

C. BELTZ

C. BELTZ

ROADWAY 11

1"=50' N/A

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_50-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1

/2

:3

:2

A

M Z

S h a r e d

\1

P r o je c ts

\2

I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k

\9

S h e e ts

\T O

B

W E

B \B

W E

B

S H

T

R D

W Y

P la n

S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

WEBSTER AVE

WEBSTER AVE

R

D

D

Double Centerlines Yellow, 4" Wide

Double Centerlines Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

T C

H L I N

E

0' 50'25'

C. BELTZ

C. BELTZ

ROADWAY 12

1"=50' N/A

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_50-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :3

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

WEBSTER AVE

OLD HWY 2

Match Existing

End Mill & Overlay

End Construction

287+13

Protect Sign

Protect Sign

110'

Past Driveway

Overlay Access Road

Double Centerlines Yellow, 4" Wide

Channelizing Line Yellow, 4" WideChannelizing Line Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

ROADWAY 13

1"=20' N/A

ELEMENTARY SCHOOL (PHASE 1)

ROADWAY PLAN BURLINGTON

M A

T C

H L

IN

E

0' 40'20'

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :4

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

11TH ST

M A

R T

IN

A

V E

Begin Mill & Overlay

Match Exisitng Concrete

Begin Construction

40+00

Double Centerline Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

ROADWAY 14

1"=20' N/A

ELEMENTARY SCHOOL (PHASE 1)

ROADWAY PLAN BURLINGTON

M A

T C

H L

IN

E

M A

T C

H L

IN

E

0' 40'20'

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :4

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

11TH STDouble Centerline Yellow, 4" Wide

Crosswalk Line White, 24" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

43+20

43+40

43+60

43+80

44+00

44+20

44+40

0' 20'10'

A

T C

H L

IN

E

C. BELTZ

C. BELTZ

ROADWAY 15

1"=20' N/A

ELEMENTARY SCHOOL (PHASE 1)

ROADWAY PLAN BURLINGTON

MATCHLINE 43+10

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :4

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

SENTER AVE

T H

S T

Match Exisitng C&G

Begin Type 2 (Section II-B) (Special) C&G

30+38

43+87 11th Ave

30+00 Senter Ave =

Contact the City Prior to Replacement.

Replace Manhole Sanitary Ring and Lid.

Remove and Replace 25' of Heaved Sidewalk

Remove and Replace 5.5' of Damaged Sidewalk

Protect Sign Protect Sign

Match Existing

Begin Mill & Overlay

29+59

Match Existing

End Mill & Overlay

44+45

Double Centerlines Yellow, 4" Wide

Parking Stall Stripes White, 4" Wide

Stop Line White, 24" Wide

Crosswalk Line White, 24" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

C. BELTZ

ROADWAY 16

1"=20' N/A

ELEMENTARY SCHOOL (PHASE 1)

ROADWAY PLAN BURLINGTON

M A

T C

H L

IN

E

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :4

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

SENTER AVE

T H

S T

P R

IV

A

T E

D R

IV

E

W A

Y

Match Existing Concrete

Match Existing

End Mill & Overlay

End Construction

34+20

Match Existing C&G

End Type 2 (Section II-B) (Special) C&G

34+20

Match Existing C&G

Begin Type 2 (Section II-B) (Special) C&G

33+79

Match Existing C&G

End Type 2 (Section II-B) (Special) C&G

33+36

Depress Sidewalk Into Driveway

Remove and Replace Sidewalk

Begin Curb Head Transition from Zero

33+79

End Curb Head Transition at full height

33+89

Double Centerline Yellow, 4" Wide

Parking Stall Stripes White, 4" Wide Crosswalk Line White, 24" WideStop Line White, 24" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

60+00

60+20

60+40

60+60

60+80

61+00

A

T C

H L

IN

E

C. BELTZ

C. BELTZ

ROADWAY 17

1"=20' N/A

MIDDLE SCHOOL (PHASE 1)

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1

/2

:3

:5

A

M Z

S h a r e d

\1

P r o je c ts

\2

I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k

\9

S h e e ts

\T O

B

W E

B \B

W E

B

S H

T

R D

W Y

P la n

S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

HARRISON ST

H W

Y

B S

T

B S

T

FL R=13.75'

FL R=13.75'

Match Existing

Begin Mill & Overlay

Begin Construction

50+00

(Rolled C&G)

Begin Type 2 (Special) C&G

50+20

60+00 B St

51+16 Harrison St =

Match Existing

End HMA Overlay

61+15

Protect Sign

Proper Drainage Down B St

Adjust Corner Elevation, Ensure

Proper Drainage Down B St

Adjust Corner Elevation, Ensure

Protect Sign

(Rolled C&G)

End Type 2 (Special) C&G

61+15

(Rolled C&G)

End Type 2 (Special) C&G

61+15

Double Centerline Yellow, 4" Wide

Crosswalk Line White, 24" Wide

Crosswalk Line White, 24" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

A

T C

H L

IN

E

M A

T C

H L

IN

E

C. BELTZ

C. BELTZ

ROADWAY 18

1"=20' N/A

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :5

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

HARRISON ST

(Rolled C&G)

End Type 2 (Special) C&G

52+09

Double Centerline Yellow, 4" Wide

Parking Stall Stripes White, 4" Wide

Crosswalk Line White, 24" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

55+20

55+40

55+60

55+80

A

T C

H L

IN

E

MATCHLINE 55+80

C. BELTZ

C. BELTZ

ROADWAY 19

1"=20' N/A

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :5

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

HARRISON ST

D O

N E

L

V

E

Overlay. See General Note 15.

that are too Fragile for Mill &

Patch any Asphalt Sections

Double Centerline Yellow, 4" Wide

R&R Curb and Gutter

Asphalt Patch

R&R Sidewalk

R&R 8" Reinforced

Driveway

Flow Direction

A

T C

H L

IN

E

C. BELTZ

C. BELTZ

ROADWAY 20

1"=20' N/A

25 N Spruce St, Suite 310

Basis Partners

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 5/15/2023Print Date:

Horiz. Scale:

File Name: BWEB_SHT_RDWY_Plan_20-Scale.dgn

Project Name

Vert. Scale:

ROADWAY IMPROVEMENT

WEBSTER AVE

of

C a le b B e lt z

/1 /2

:3 :5

A

M Z

S h a r e d \1

P r o je c ts

\2 I n d u s tr ia l

C e n te r R d w y D e v e lo p m e n t\

W o r k \9

S h e e ts

\T O

B

W E

B \B

W E

B S

H T

R

D W

Y P la n S c a le

.d g n

NOTE KEY MAPSLEGEND

1A 1B

2A 2B 3A 3B 4A 4B 5A 5B 6A 6B

Webste rAve

H W

Y

L in c o ln

S t

O ld

H

W Y t h

S t

Senter Ave

H a r r is o n

S t

Donelan Ave

10 11

No survey has been completed for this project. Aerial imagery is used to provide background information for design intent, but shall not be relied upon for exact dimensions. Aerial imagery may not be up to date.

t h

S t

DONELAN AVE

G E

N E

S S

E E

S T

Match Existing Concrete

End Mill & Overlay

End Construction

57+10Double Centerline Yellow, 4" Wide