Plans - Franklin St Streetscap Phase II.pdf

PDF 10 MB Posted Mar 31, 2026

Attached to: Franklin Street Streetscape Phase II
Solicitation number: 10492026-02
Issued by: Surry County, North Carolina

About this file

Written by GovTribe AI · Apr 13, 2026

This is a set of engineering plans and specifications prepared by the City of Mount Airy, North Carolina Engineering Division for the Franklin Street Streetscape Phase II project. The project involves furnishing and installing granite curb, sidewalks, brick pavers, asphalt, conduit, and related materials to improve the streetscape along Franklin Street from Willow Street to South Street in downtown Mount Airy. The scope of work includes demolition of existing concrete sidewalks, curb and gutter, and asphalt; installation of new 10-foot wide scored concrete sidewalks with brick paver banding; placement of granite curb; installation of 9.5c Superpave asphalt; installation of decorative "Teardrop" LED street lights with Style C black fiberglass poles provided by Duke Energy; and installation of decorative street signage with 3-inch smooth black aluminum non-breakaway poles in the "Country Lane" style from Special Lite Products. The plans indicate approximately 43,000 square feet of concrete exists under the existing asphalt with varying depths. The project was prepared in March 2026 with drawings dated March 30-31, 2026, and the plans reference separation of streetscape demolition and construction from parking lot work, with phased public access requirements during each phase of construction.

The contractor is responsible for all utility locating, adjustments, construction stakeout, site security signage, and material testing. The City of Mount Airy will supply granite curb located at the corner of Franklin Street and North South Street, but the contractor must transport it to the project site and provide all labor, gravel, and concrete for installation. All sidewalks must meet a minimum of 6 inches of 3500 psi concrete with 4 inches of compacted ABC stone base. Brick pavers must be "Main Street Tumbled" from Pine Hall Brick or approved equal, with all truncated domes constructed from brick paver material. All asphalt paving must meet NCDOT quality, inspection, and testing standards. The plans include standard details for brick paver banding, scored concrete sidewalks, granite curb installation, decorative signage, LED lighting options, tree grates, handicap ramps, stamped asphalt crosswalks, and compost sock inlet protection measures that must be removed prior to final paving.

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Other files

File	Type	Posted
Contract and Technical Specifications.pdf	PDF	Mar 31, 2026
Franklin Street Streetscape Phase 2 ADVERTISEMENT FOR BIDS.pdf	PDF	Mar 31, 2026

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FRANKLIN STREET STREETSCAPE: PHASE II

Prepared in the office of:

City of Mount Airy, North Carolina

ENGINEERING DIVISION

William Levi Hiatt P.E., City Engineer Dan Speight, Engineering Technician Tim Kennedy, Engineering Technician Post Office Box 70 Mount Airy, North Carolina 27030 Phone: 336.786.3580 Fax: 336.719.7540 www.mountairy.org

Y of MOUNT

AIR

P U

LIC

ORKS DEPART

M E

N T

Downtown Mount Airy, NORTH CAROLINA

Funded By:Location:

April, 2026

PLANS FOR:

M A

T C

H L

I N

CITY OF MOUNT AIRY

502015546661

BP CAPITAL PARTNERS LLC

502015640352THE GREATER MOUNT AIRY AREA

HABITAT FOR HUMANITY INC

502015548107

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING 8" WATER

EXISTING

DRIVEWAY

M A

T C

H L

I N

FRANKLIN STREET

M A

T C

H L

I N

FRANKLIN DEVELOPMENT LLC

502015547502

FRANKLIN STREET DEVELOPMENT LLC

50201554329

FRANKLIN DEVELOPMENT LLC

502015547502

J&E PROPERTIES OF NC

LLC

502015545173

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING

UTILITY

POLE (TO

REMAIN)

EXISTING 8" WATER

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING 48" RCP

N S

O U

T H

S T

R E E T

EXISTING 8" SEWER

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

E X

D R

W A

FRANKLIN STREET

E X

D R

W A

CURB & GUTTER PROPERTY LINE

ASPHALT & CONCRETE

STREET

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

CONTOURS

DEMOLITION LIMITS

CURB/GRATE INLETS

NOTESFeet 0 10 20

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CONTROL

1. Property line information provided by Surry

County

2. Contractor responsible for construction stakeout.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments (if needed).

3. Contractor shall have all underground utilities located prior to construction. Call

NC811.

DEMOLITION

1. All existing concrete sidewalk shall be removed and hauled off site by the contractor.

2. Existing binder is to remain, other than what needs to be removed to install the proposed granite curb and concrete sidewalks.

3. The concrete under the existing asphalt will need to be removed and replaced with stone as shown in the street detail (ST-104-E).

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

3. The streetscape shall be demolished and constructed separate from the parking lot. The parking lot shall remain open to the public during construction of the streetscape. The street shall be reopened to the public during construction of the parking lot, or vise versa.

4. The street has approximately 43,000 square feet of concrete under the existing asphalt. The depth of the concrete varies.

SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

1. All granite curb will be supplied by the City of Mount Airy and is currently located on the vacant lot at the corner of

Franklin Street and N. South Street. It will be the contractor's responsibility to move the needed granite curb from this lot to the project location. Please note the City will NOT supply the gravel, concrete, or labor needed to install the granite curb.

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal).

3. Decorative street signs shall be a 3-inch smooth black aluminum non-breakaway pole with the "Country Lane" style base, TSB-2 style fluvial, and TSB-205 style sign blade provided by Special Lite Products (specialliteproducts.com)(or approved equal).

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All truncated domes will be brick paver truncated domes.

7. All material testing will be conducted by the contractor.

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FRANKLIN STREET

CITY OF MOUNT AIRY

502015642721

CYNTHIA R COOK

502015645458TIMOTHY R & ELLEN

E ADAMS

502015644475

GUADALUPE LUNA &

JUDITH FIGUEROA

LEON 50201644402

FRANKLIN REALITY INC

502015643318

CITY OF MOUNT AIRY

502015642721

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

E X

D R

W A

E X

C O

N C

R E

T E

D R

W A

E X

D R

W A

EXISTING 8" WATER

M A

T C

H L

I N

M A

T C

H L

I N

FRANKLIN STREET

CITY OF MOUNT AIRY

502015642721

CITY OF MOUNT AIRY

502015549681

FRANKLIN REALITY INC

502015643318

FRANKLIN VIEW

CONDOMINIUMS

502015641365

BP CAPITAL PARTNERS LLC

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING ASPHALT

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING ASPHALT & CONCRETE

(TO BE REMOVED)

EXISTING 8" WATER

M A

T C

H L

I N

M A

T C

H L

I N

M C

C A

R G

S T

R E

E T

CURB & GUTTER PROPERTY LINE

ASPHALT & CONCRETE

STREET

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

CONTOURS

DEMOLITION LIMITS

CURB/GRATE INLETS

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

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NOTES

CONTROL

1. Property line information provided by Surry

County

2. Contractor responsible for construction stakeout.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments (if needed).

3. Contractor shall have all underground utilities located prior to construction. Call

NC811.

DEMOLITION

1. All existing concrete sidewalk shall be removed and hauled off site by the contractor.

2. Existing binder is to remain, other than what needs to be removed to install the proposed granite curb and concrete sidewalks.

3. The concrete under the existing asphalt will need to be removed and replaced with stone as shown in the street detail (ST-104-E).

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

4. The street has approximately 43,000 square feet of concrete under the existing asphalt. The depth of the concrete varies.

SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

1. All granite curb will be supplied by the City of Mount Airy and is currently located on the vacant lot at the corner of

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal).

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All truncated domes will be brick paver truncated domes.

7. All material testing will be conducted by the contractor.

Feet 0 10 20

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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L O

W S

T R

E E

HILERIO R & ELIZABETH M

TORRES

502015647725

CITY OF MOUNT AIRY

502015646707

MOODY INVESTMENT COMPANY

LLC

502015648565

E X

A T

E R

E X

N G

W A

EXISTING

GRANITE CURB

(TO BE

REMOVED)

FRANKLIN STREET

OULOUL

OUL

COMMUNICATION

O U

EXISTING

UTILITY

POLE (TO

REMAIN)

UTC

E X

C O

N C

R E

EWALTER SCOTT & ANITA N

JOHN

502015646551

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

E X

D R

W A

EXISTING 8" WATER

M A

T C

H L

I N

CURB & GUTTER PROPERTY LINE

ASPHALT & CONCRETE

STREET

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

CONTOURS

DEMOLITION LIMITS

CURB/GRATE INLETS

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

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D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

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S W

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NOTES

CONTROL

1. Property line information provided by Surry

County

2. Contractor responsible for construction stakeout.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments (if needed).

3. Contractor shall have all underground utilities located prior to construction. Call

NC811.

DEMOLITION

1. All existing concrete sidewalk shall be removed and hauled off site by the contractor.

2. Existing binder is to remain, other than what needs to be removed to install the proposed granite curb and concrete sidewalks.

3. The concrete under the existing asphalt will need to be removed and replaced with stone as shown in the street detail (ST-104-E).

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

4. The street has approximately 43,000 square feet of concrete under the existing asphalt. The depth of the concrete varies.

SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

1. All granite curb will be supplied by the City of Mount Airy and is currently located on the vacant lot at the corner of

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal).

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All truncated domes will be brick paver truncated domes.

7. All material testing will be conducted by the contractor.

Feet 0 10 20

AutoCAD SHX Text G

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EXISTING PROPOSED

GRANITE CURB

PROPERTY LINE

PROPOSED ASPHALT

SCORED CONCRETE SIDEWALK

W/ BRICK BANDING

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

CONTOURS

COMPOST SOCK INLET PROTECTION

M A

T C

H L

I N

FRANKLIN DEVELOPMENT LLC

502015547502

FRANKLIN STREET DEVELOPMENT LLC

50201554329

FRANKLIN DEVELOPMENT LLC

502015547502

J&E PROPERTIES OF NC

LLC

502015545173

GRANITE CURB FLUSH W/ ASPHALT

(DRIVEWAY APRON)

EXISTING 8" WATER

N S

O U

T H

S T

R E E T

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

UULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUUL

UUL

1040'

145 LF 2-INCH SCHEDULE 40 PVC CONDUIT

150 LF 2-INCH SCHEDULE 40 PVC CONDUIT27.7'

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

GRANITE CURB RAMP

FRANKLIN STREET

7.6' 7.5'

R9.7'

27.1'

6.5'

9.0'

10.0'

6.0'12.4'6.0' 149.6'

R15.9'

R27.2'

235.8'

6.6'6.6'

23.0'

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

GRANITE CURB RAMP

6.0'24.0'6.0' 51.6'

STRIPE NEW PARKING

M A

T C

H L

I N

CITY OF MOUNT AIRY

502015546661

BP CAPITAL PARTNERS LLC

502015640352THE GREATER MOUNT AIRY AREA

HABITAT FOR HUMANITY INC

502015548107 GRANITE CURB RAMP

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

EXISTING 8" WATER

M A

T C

H L

I N

UULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUUL

1050'

1045'

134 LF 2-INCH SCHEDULE 40 PVC CONDUIT

143 LF 2-INCH SCHEDULE

40 PVC CONDUIT

7.8'

CONCRETE APRON

GRANSTONE CONFERENCE

CENTER

GRANSTONE CONFERENCE

CENTER PARKING LOT

GRANSTONE CONFERENCE

CENTER PARKING LOT

7.6' 7.5'

R9.7'

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

22.1'

14.1'

22.1'

FRANKLIN STREET

21.9'6.0' 6.0'

25.4'

6.5'

9.0'

10.0'

73.9'200.5'

184.1'

18.1'

50.0'6.4' 25.4'

6.6'6.6'

23.0'

R9.5' R30.2' R10.0'

26.1'

13.3'

51.5'

R30.2'

6.5'

4.7'

49.6'

13.8'

R31.8'

R30.2'STRIPE NEW PARKING

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

CONTROL

1. Property line information provided by Surry County

2. Contractor responsible for construction stakeout.

Proposed back of sidewalk to be installed at same vertical elevation as existing.

3. Dimensions shown are to face of curb.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments.

3. Contractor shall have all underground utilities located prior to construction. Call NC811.

STREET RESURFACING

1. Contractor responsible for all utility adjustments.

2. All asphalt paving must meet NCDOT quality/inspection/testing standards.

3. Compost sock inlet protection measures must be removed before final paving.

NOTESFeet 0 10 20

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

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D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

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.L . H

Do w nt ow n, M ou nt

A ir y S T R E E T P R O

P O

S E D S

T R E E T S C A P E

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S tr ee t

St re et sc ap e

Ph as e

DEMOLITION

1. All existing sidewalk,asphalt, and concrete street shall be removed and hauled off site by the contractor

-M ar -2

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M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

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II\

D ra ft Pl an s\

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S t S tre et sc ap e Ph as e

-fo ot si de w al k Pi ec ed

T op o

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SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

1. All granite curb will be supplied by the City of Mount Airy and is currently located on the vacant lot at the corner of Franklin Street and N. South Street. It will be the contractor's responsibility to move the needed granite curb from this lot to the project location. Please note the City will NOT supply the gravel, concrete, or labor needed to install the granite curb.

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal). All truncated domes will be brick paver truncated domes.

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All material testing will be conducted by the contractor.

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PROPERTY LINE

PROPOSED ASPHALT

SCORED CONCRETE SIDEWALK

W/ BRICK BANDING

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

CONTOURS

COMPOST SOCK INLET PROTECTION

FRANKLIN STREET

CITY OF MOUNT AIRY

502015642721

CITY OF MOUNT AIRY

502015549681

FRANKLIN REALITY INC

502015643318

FRANKLIN VIEW

CONDOMINIUMS

502015641365

BP CAPITAL PARTNERS LLC

EXISTING 8" WATER

M A

T C

H L

I N

UUL

UULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUUL

1070'

1065'1060'

1055'

161 LF 2-INCH SCHEDULE

40 PVC CONDUIT

170 LF 2-INCH SCHEDULE

40 PVC CONDUIT

M A

T C

H L

I N

GRANSTONE CONFERENCE

CENTER

GRANSTONE CONFERENCE

CENTER

GRANSTONE CONFERENCE

CENTER

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

10.3' 8.9'

14.0' 11.6'

M C

C A

R G

S T

R E

E T

7.8'

R10.0' 5.4' 5.7'

18.8'

7.7'

206.4'

R9.7' R7.5'

5.4' 5.0'

2.7'

95.0'

59.8' 166.7'26.1'

6.5'

13.3'

52.4'

24.5'

6.6'

9.1'

10.0'

R12.8' 13.2'

7.8' R12.0'30.7'

FRANKLIN STREET

CITY OF MOUNT AIRY

502015642721

CYNTHIA R COOK

502015645458

TIMOTHY R & ELLEN

E ADAMS

502015644475

GUADALUPE LUNA &

JUDITH FIGUEROA

LEON 50201644402

FRANKLIN REALITY INC

502015643318

CITY OF MOUNT AIRY

502015642721

GRANITE CURB RAMPGRANITE CURB RAMPGRANITE CURB RAMP

GRANITE CURB RAMP

TOC

1086.72

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

EXISTING 8" WATER EXISTING 8" WATER

UULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUUL

1080'

1075'

154 LF 2-INCH SCHEDULE

40 PVC CONDUIT

134 LF 2-INCH SCHEDULE

40 PVC CONDUIT

CONCRETE APRON

M A

T C

H L

I N

M A

T C

H L

I N

BALLADEER HOTEL

PARKING LOT

BALLADEER HOTEL

PARKING LOT

GRANSTONE CONFERENCE

CENTER

GRANSTONE CONFERENCE

CENTER/BALLADEER HOTEL

ENTRANCE

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

7.1' 21.9'

14.8'

21.9' 7.1'

3.9' 3.9'

6.5'6.0'10.2'6.0' 6.0'14.7'6.0' 6.0'12.4'6.0' 6.0' 49.1' 61.3'55.7' 16.2'

140.2'

R35.0' R35.0'

58.8'

8.3'

8.1'

43.0'

8.3'

8.1'

9.5'

43.1'

R10.6'

41.3' R33.3' R33.3' R10.6'

41.3'

15.4'

24.0'

6.5'

7.6'

10.2'

7.1'

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

CONTROL

1. Property line information provided by Surry County

2. Contractor responsible for construction stakeout.

Proposed sidewalk to be installed at same vertical elevation as existing.

3. Dimensions shown are to face of curb.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments.

3. Contractor shall have all underground utilities located prior to construction. Call NC811.

STREET RESURFACING

1. Contractor responsible for all utility adjustments.

2. All asphalt paving must meet NCDOT quality/inspection/testing standards.

3. Compost sock inlet protection measures must be removed before final paving.

NOTESFeet 0 10 20

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

or g

D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

S W

.L . H

Do w nt ow n, M ou nt

A ir y S T R E E T P R O

P O

S E D S

T R E E T S C A P E

Fr an kl in

S tr ee t

St re et sc ap e

Ph as e

DEMOLITION

1. All existing sidewalk,asphalt, and concrete street shall be removed and hauled off site by the contractor

-M ar -2

\S er ve r\ Pr oj ec ts \D ow nt ow n

M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

Pr oj ec t\

Ph as e

II\

D ra ft Pl an s\

Fr an kl in

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-fo ot si de w al k Pi ec ed

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SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal). All truncated domes will be brick paver truncated domes.

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All material testing will be conducted by the contractor.

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PROPERTY LINE

PROPOSED ASPHALT

SCORED CONCRETE SIDEWALK

W/ BRICK BANDING

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

CONTOURS

COMPOST SOCK INLET PROTECTION

L O

W S

T R

E E

HILERIO R & ELIZABETH M

TORRES

502015647725

CITY OF MOUNT AIRY

502015646707

MOODY INVESTMENT COMPANY

LLC

502015648565

E X

N G

W A

FRANKLIN STREET

OUL

O U

WALTER SCOTT & ANITA N

JOHN

502015646551

1081.10' 1081.22'

GRANITE CURB RAMPGRANITE CURB RAMP

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

EXISTING 8" WATER

UULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUULUUL

1080'

2-INCH SCHEDULE

40 PVC CONDUIT 156 LF 2-INCH SCHEDULE

40 PVC CONDUIT

M A

T C

H L

I N

CONCRETE APRON

M A

T C

H L

I N

CONCRETE APRON

BALLADEER HOTEL

PARKING LOT

BALLADEER HOTEL

PARKING LOT

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

DELUXE ACORN LED LIGHT

WITH STYLE C POLE

(PROVIDED BY DUKE ENERGY)

52.9'

6.2' 3.5'

GRANITE CURB RAMP

GRANITE CURB

FLUSH W/ ASPHALT

(DRIVEWAY APRON)

15.4' 3.5'

6.3'6.0' 6.0'6.5'6.0' 6.0' 93.0' 12.8' 58.0'

R42.0'

19.9'42.0'

R5.7'

21.8'

10.0' 24.0'6.0' 6.0'

47.7'

41.0'

R13.6'

R13.6' R5.0'

45.2'

6.0' 23.5' 6.0'

29.3'

6.6'

7.1'

7.2'

9.9' 9.9'

8 Green Vase Japanese Zelkova

3.0-inch Caliper Medium Deciduous

Tree

Vintage Jade Distylium 3-gallon Medium Deciduous

Shrub

Little Lime Punch Hydrangea

3-gallon Medium Deciduous

Shrub

Common Name Planting

Size/GroupCountSymbol

LANDSCAPING SCHEDULE

GENERAL

1. All disturbed asphalt and concrete shall be saw-cut.

2. All sidewalks shall be min. 6" - 3500 psi concrete with 4" compacted ABC stone.

CONTROL

1. Property line information provided by Surry County

2. Contractor responsible for construction stakeout.

Proposed sidewalk to be installed at same vertical elevation as existing.

3. Dimensions shown are to face of curb.

UTILITIES

1. All underground utility locations shown are approximate.

2. Contractor responsible for all utility adjustments.

3. Contractor shall have all underground utilities located prior to construction. Call NC811.

STREET RESURFACING

1. Contractor responsible for all utility adjustments.

2. All asphalt paving must meet NCDOT quality/inspection/testing standards.

3. Compost sock inlet protection measures must be removed before final paving.

NOTESFeet 0 10 20

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

or g

D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

S W

.L . H

Do w nt ow n, M ou nt

A ir y S T R E E T P R O

P O

S E D S

T R E E T S C A P E

Fr an kl in

S tr ee t

St re et sc ap e

Ph as e

DEMOLITION

1. All existing sidewalk,asphalt, and concrete street shall be removed and hauled off site by the contractor

-M ar -2

\S er ve r\ Pr oj ec ts \D ow nt ow n

M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

Pr oj ec t\

Ph as e

II\

D ra ft Pl an s\

Fr an kl in

S t S tre et sc ap e Ph as e

-fo ot si de w al k Pi ec ed

T op o

.d w g

SITE SECURITY

1. Contractor is responsible for all signage and equipment necessary to secure the site during demolition and construction.

MATERIALS

2. All brick pavers shall be "Main Street Tumbled" from Pine Hall Brick(or approved equal). All truncated domes will be brick paver truncated domes.

4. Decorative street lights shall be "Teardrop" LED with a black fiberglass pole "Style C" provided and installed by Duke Energy.

5. Asphalt shall be 9.5c "Superpave".

6. All material testing will be conducted by the contractor.

AutoCAD SHX Text G

SLOPE 1/4" PER FT. FOR DRAINAGE

"ENGLISH EDGE FREE RANGE" FROM PINE HALL BRICK

8" x 4" x 2-1/4" BRICK PAVERS WITH POLYMERIC SAND SWEPT

1/16" MIN - 3/16" MAX. SAND FILLED JOINTS

6" 3500 PSI CONCRETE

4" COMPACTED ABC STONE

COMPACTED SUBGRADE

3/4" SAND BED - ASTM C33

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T ST-114

1 1

BRICK PAVER BANDING

N.T.S.

08/01/2017

JOINTS

E O

K O

F W

"MOUNT AIRY" GRANITE CURB

BRICK BANDING -1 OR 2 ROWS - SEE PLAN

EXPANSION JOINT

SCORED JOINTS - TYPICAL

4' SQ. TYP. 45°

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T ST-113

1 1

SCORED CONCRETE SIDEWALK

N.T.S.

08/01/2017

33' BACK/BACK

RIGHT OF WAY WIDTH=60'

C 2" BITUMINOUS CONCRETE H-BINDER, PLACED IMMEDIATELY UPON

FINAL PREPARATIONS OF ABC STONE BASE (EXISTING)

E 2" BITUMINOUS SURFACE - SUPER PAVE 9.5B

A STABILIZED SUBGRADE (EXISTING)

SURFACE SCHEDULE

B 8" COMPACTED ABC STONE BASE (EXISTING)

D TACK COAT

R/W

1/4" PER FT.

SEE STANDARD

2'-6" CURB

AND GUTTER

R/W

10'-0" 2'-6"

1/4" PER FT.

10'-0"

MAX.

1/4" PER FT.

6'-0"

WATER MAIN

PROPOSED

IF REQUIRED

5' SIDEWALK

2'-6"PAVEMENT=28'

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T ST-104

1 1

LOCAL COMMERCIALN.T.S.

08/01/2017

T Y P E

2" I-2 ASPHALT

6-8" COMPACTED

ABC STONE

COMPACTED SELECT

6" MIN. CONCRETE

BACKFILL

6" COMPACTED

ABC STONEREINFORCEMENT

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T ST-115

1 1

GRANITE CURB W/ BRICK PAVERS

N.T.S.

08/01/2017

"MOUNT AIRY" GRANITEBRICK PAVERS

(SEE ST-114)

CONCRETE SIDEWALK

W/ COMPACTED ABC

STONE

16"

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

or g

D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

S W

.L . H

Do w nt ow n, M ou nt

A ir y

D E T A

Fr an kl in

S tr ee t

St re et sc ap e:

Ph as e

-M ar -2

\S er ve r\ Pr oj ec ts \D ow nt ow n

M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

Pr oj ec t\

Ph as e

II\

D ra ft Pl an s\

Fr an kl in

S t S tre et sc ap e Ph as e

-fo ot si de w al k Pi ec ed

T op o

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6" 12"

3" RAD.

6" 1'-6"

1/2" RAD.

1/8" RAD.

12"

1/8" RAD.

1/2"JOINT FILLER

SURFACE OF GUTTER

TOP OF CURB

GENERAL NOTES:

1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. A 15

FOOT INTERVAL MAY BE USED WHEN THE CURB IS MACHINE PRODUCED,

OR WHEN SATISFACTORY SUPPORT FOR THE FACE CAN BE OBTAINED

WITHOUT THE USE OF TEMPLATES AT THE 10 FOOT INTERVAL.

2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES

OR FORMED BY OTHER N.C.D.O.T. METHODS. WHERE SUCH JOINTS ARE

NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE

OBTAINED.

3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.

4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND BE

ADJACENT TO ALL RIGID OBJECTS.

2'-0" CURB & GUTTER

TRAVERSE EXPANSION JOINT

IN CURB & GUTTER

12"

A A

4" COMPACTED

STABILIZED SUBGRADE

ABC STONE BASE

___________________SURFACE SCHEDULE

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

08/01/2017 N.T.S.

DRAWING NO. OF

2' STD. CURB AND GUTTER

ST-106

Post Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

P U

B L

ORKS DEPART

M E

N T

VARYING LENGTH BACK/BACK

VARRYING ROW WIDTH'

C 2" ASPHALT(EXISTING)

A SUBGRADE (EXISTING)

SURFACE SCHEDULE

B 6" CONCRETE (EXISTING)

R/W

ASPHALT

R/W

10'-0"

2'-6"VARYING PAVEMENT WIDTH'

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T ST-104-E

1 1

EXISTING STREET N.T.S.

03/24/2026

OVERLAID CURB

& GUTTER

(EXISTING)

GRANITE

CURB

(EXISTING)

NOTE: THIS DETAIL IS AN APPROXIMATION OF THE EXISTING STREET CROSS

SECTION. THE DEPTH OF CONCRETE UNDER THE ASPHALT COULD BE

MORE OR LESS THAN SHOWN ON THE DETAIL.

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

or g

D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

S W

.L . H

Do w nt ow n, M ou nt

A ir y D E T A

Fr an kl in

S tr ee t

St re et sc ap e:

Ph as e

-M ar -2

\S er ve r\ Pr oj ec ts \D ow nt ow n

M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

Pr oj ec t\

Ph as e

II\

D ra ft Pl an s\

Fr an kl in

S t S tre et sc ap e Ph as e

-fo ot si de w al k Pi ec ed

T op o

.d w g

GENERAL NOTES:

1. ALL STOP SIGN POLES WILL BE 3" O/D SMOOTH BREAKAWAY POLES, BURIED 2-FT.

2. STOP SIGNS POLES WITH AFFIXED STREET SIGN BLADES WILL BE 12-FT TALL, OR 10-FT

ABOVE GROUND WHEN INSTALLED. OTHERWISE, THEY WILL BE 10-FT TALL, OR 8-FT

ABOVE GROUND WHEN INSTALLED.

3. ALL FLUVIAL TOPPERS FOR STOP SIGN POLES WILL BE THE TSB2 STYLE.

4. ALL SIGN MOUNTS FOR STOP SIGNS WILL BE THE TSB205 STYLE.

5. ALL STOP SIGNS WILL WILL BE AFFIXED WITH A SOLID BLACK BACK PANEL.

6. THE STREET SIGN BLADES AFFIXED TO THE STOP SIGNS SHALL BE AS FOLLOWS:

9" HIGH

DUAL SIDED

FLAT ALUMINUM BLADE

GREEN BACKGROUND AND WHITE LETTERING

FRANKLIN GOTHIC MEDIUM COND FONT.

7. ALL BASES FOR STOP SIGNS WILL BE OF THE COUNTRY LANE STYLE.

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

02/27/2025 N.T.S.

DRAWING NO. OF 11

ST-117

Post Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

B L

ORKS DEPART

M E

N T

FLUVIAL

COMPLETE SIGN

DECORATIVE STOP SIGN

SIGN MOUNT

BASE

GENERAL NOTES:

1. ALL TRAFFIC/PARKING SIGN POLES WILL BE 3" O/D SMOOTH

BREAKAWAY POLES, BURIED 2-FT.

2. ALL FLUVIAL TOPPERS FOR TRAFFIC/PARKING SIGN POLES WILL BE

THE TSB2 STYLE.

3. ALL SIGNS MUST BE NCDOT APPROVED DESIGNS.

4. ALL SIGNS WILL WILL BE AFFIXED WITH A SOLID BLACK BACK PANEL

THAT MATCHES THE SHAPE OF THE SIGN.

5. ALL BASES FOR TRAFFIC/PARKING SIGNS WILL BE OF THE COUNTRY

LANE STYLE.

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

02/28/2025 N.T.S.

DRAWING NO. OF 11

ST-118

Post Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

B L

ORKS DEPART

M E

N T

SIGNS BASE

DECORATIVE TRAFFIC/PARKING SIGNAGE

GENERAL NOTES:

1. MITCHELL OPEN LED LIGHTS ARE TO HAVE POLE STYLE F.

2. TEARDROP LED LIGHTS ARE TO HAVE POLE STYLE C.

3. SHOEBOX LED LIGHTS ARE TO HAVE POLE STYLE A.

4. ALL DECORATIVE LIGHTS WILL BE ORDERED BY THE CITY OF

MOUNT AIRY.

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

P U

LIC

ORKS DEPART

M E

N T

MITCHELL OPEN LED

LIGHTING

SHOEBOX LED

ST-119

1 1

N.T.S.

02/27/2025

TEARDROP LED

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

B L

ORKS DEPART

M E

N T

TREE GRATES

ST-120

1 1

N.T.S.

03/12/2025

5'x5' TREE GRATE

COMPACTED SELECT

BACKFILL

COMPACTED

ABC STONE

CONCRETE

SIDEWALK

CURB

(CONCRETE

OR GRANITE)

TREE

SOIL COMPACTION

BASED ON TREE SPECIES

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

ORKS DEPART

M E

N T

STAMPED ASPHALT CROSSWALK

ST-122

1 1

N.T.S.

03/13/2025

4" x 8" STAMPED

BRICK PATTERN

ASPHALT SURFACE

ASPHALT BINDER

COMPACTED

STONE BASE

COMPACTED

SELECT BACKFILL

7" WIDE WHITE

STRIPING

GENERAL NOTES:

1. WHITE STRIPING IS TO BE DONE ON BOTH SIDES OF CROSSWALK, PERPENDICULAR TO THE STREET, USING SHERWIN-WILLIAMS PRO-PARK WHITE PAINT.

2. STAMPED BRICK PATTERN IS TO BE PAINTED WITH SHERWIN-WILLIAMS PRO-PARK RED PAINT BASE

TINTED TO CROSSWALK TERRA COTTA COLOR TO MATCH BRICK STRIPING IN SIDEWALK.

GENERAL NOTES:

1. STEEL TREE

GRATES ARE TO

BE ORDERED

FROM JORDAN

IRON WORKS.

REVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org Engineering Division

City of Mount Airy, North Carolina

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

LIC

WORKS DEPART

E N

T GN-114

1 1

HANDICAP RAMPN.T.S.

08/01/2017

TRUNCATED DOMES

1V:12H MAX.

SIDEWALK SIDEWALK

CURB CURB

1V:10H MAX.

ASPHALT

24"

3' MIN.5' MIN. 5' MIN.

TRANSITION TRANSITION

CURB CURB

N S

N O

D A

C it y o f M o u n t

A ir y E N G

E E R

N P.

B ox

| M ou nt Ai ry, N

C ww w.

mo un tai ry.

or g

D ra w n by

Sc al e:

C he ck ed b y:

A pp ro ve d b y:

Fi le

T N

G D

.L . H

M . W

A M

S W

.L . H

Do w nt ow n, M ou nt

A ir y D E T A

Fr an kl in

S tr ee t

St re et sc ap e:

Ph as e

-M ar -2

\S er ve r\ Pr oj ec ts \D ow nt ow n

M ou nt A iry \F ra nk lin S tre et

S tre et sc ap e

Pr oj ec t\

Ph as e

II\

D ra ft Pl an s\

Fr an kl in

S t S tre et sc ap e Ph as e

-fo ot si de w al k Pi ec ed

T op o

.d w g

COMPOST SOCK

FLOW

2 IN. X 2 IN.

STAKES

FLOW

WOOD MULCH OR

COMPOST OR #57 STONE

TO 12 HEIGHT OF SOCK

SECTION VIEW

ISOMETRIC VIEW

PLAN VIEW

FLOW

FLO

STORM

DRAIN

INLET

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

DRAWING NO. OFPost Office Box 70 Mount Airy, North Carolina 27030 www.mountairy.org

STANDARD DETAIL NUMBER

Y of MOUNT

AIR

P U

B L

ORKS DEPART

M E

N T

COMPOST SOCK INLET PROTECTION03/25/2025

N.T.S.

ESC-1

3 IN.

12 IN.

STORM DRAIN

INLET

File details come from the government source that posted it. Updated Apr 1, 2026.