Plans - Franklin Street Streetscape - Phase 1 and Franklin Street Parking Lot Rehab.pdf

FRANKLIN STREET STREETSCAPE: PHASE I &

FRANKLIN STREET PARKING LOT REHAB

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

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M E N T

Downtown Mount Airy, NORTH CAROLINA

Funded By:Location:

May, 2025

PLANS FOR:

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Masonic Properties Inc 502015649854502Holder Commercial Ventures LLC

502015648860

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2"

W A

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EXISTING

GRANITE CURB

(TO BE

REMOVED)

EXISTING 8" WATER

3+004+005+005+70

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EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING ASPHALT PARKING

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING ASPHALT PARKING

EXISTING UTILITY POLES

(TO BE REMOVED BY

DUKE ENERGY)

EXISTING GREEN

VASE ZELCOVA

(TO REMAIN)

EXISTING SHRUBS &

SMALL TREE ALONG

FRANKLIN STREET

(TO BE REMOVED)

EXISTING SHRUBS

ALONG FRANKLIN

STREET

EXISTING SHRUBS &

EXISTING 8" SEWER

M A

T C

H L

I N

E m a r k e t s t r e e t

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

8 X EXISTING UTILITY POLES (TO

BE REMOVED BY DUKE ENERGY)

EXISTING ASPHALT BINDER

EXISTING

UTILITY

POLE (TO

REMAIN)

EXISTING GAS LINE

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FRANKLIN STREET

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(T O

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The M5 Group LLC 502015741950

Ky The Nguyen 502015740992

The Lara Group LLC 502015740940

Coley Fred Jones Jr 502015742885

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EXISTING GRANITE

CURB (TO BE REMOVED)

EXISTING 8" SEWER

EXISTING CONCRETE

CURB & GUTTER

(TO BE REMOVED)

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EXISTING

CONCRETE

DRIVEWAY

APRON (TO BE

REMOVED)

0+001+002+003+00

City of Mount Airy

EXISTING CONCRETE

SIDEWALK

(TO BE REMOVED)

8 X EXISTING UTILITY POLE (TO BE

REMOVED BY DUKE ENERGY)

EXISTING CONCRETE

SIDEWALK

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

EXISTING SIGNS

(TO BE REMOVED &

REINSTALLED BY

CONTRACTOR)

EXISTING 8" WATER

M A

T C

H L

I N

E

FRANKLIN STREET

m a r k e t s t r e e t

N M

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CURB & GUTTER PROPERTY LINE

SIDEWALK

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

CONTOURS

DEMOLITION LIMITS

CURB/GRATE INLETS

m a r k e t s t r e e t

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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.

MATERIALS

1. All granite shall be "Mount Airy Granite" from Polycorp (formerly known as the North Carolina Granite Corporation) or approved equal.

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 "Deluxe Acorn Style" LED with a black fiberglass pole "Style F" provided and installed by Duke Energy.

5. Asphalt shall be 9.5b "Superpave".

NOTES

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.

M A T C H L I N E (SEE SHEET 3)

M A T C H L I N E (SEE SHEET 3)

M A T C H L I N E

(SEE INSET A)

INSET AM A T C H L I N E

(SEE INSET A)

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 before 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.

SITE SECURITY

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

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EXISTING PROPOSED

GRANITE CURB

PROPERTY LINE

DECORATIVE LIGHTS

SCORED CONCRETE SIDEWALK

W/ BRICK BANDING

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

CONTOURS

COMPOST SOCK INLET PROTECTION

E X

IS

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A S

P H

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CURB FLUSH WITH ASPHALT

(DRIVEWAY APRON)

10.3'6.0'

GRANITE CURB RAMP

6.0'

GRANITE CURB RAMP

R33.31'

R9.32'

8.4'

TOC

1102.35

0+001+002+003+00

7.6'

7.6'

TOC

1101.94

TOC

1102.07

1099.78

1099.86

1105'

1100'

1095'

4 X DECORATIVE LED

TEARDROP LIGHTS (TO

BE INSTALLED BY DUKE

ENERGY)

5'x5' STREET TREE

GRATE (TYP. SEE

DETAIL)WHITE STRIPING (TYP. SEE DETAIL)

BRICK PATTERN STAMPED

ASPHALT CROSSWALK

PARKING RESERVED FOR LOADING BETWEEN 5AM-5PM

PARKING SIGNS

PROPOSED CONCRETE

DRIVEWAY APRON

TOC

1095.08

TOC

1094.39

10.0' 18.4'

TOC

1099.00GRND

1098.28

EOP

1098.46

GRND

1097.86

EOP

1098.04

GRND

1097.44

EOP

1097.62TOC

1096.50

TOC

1097.11

EOP

1096.82

EOP

1096.14

GRND

1095.18

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

CURB RAMP

CURB

RAMP

20.0' 23.1'

20.1'

M A

T C

H L

I N

E

FRANKLIN STREET

m a r k e t s t r e e t

N M

A

IN

S T

R E

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BIKE PARKING

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GREEN VASE

JAPANESE

ZELKOVA TREE

GREEN VASE

JAPANESE

ZELKOVA TREE

23.0' 9.0'

9.0'

8.5'

TOC

1101.98

TOC

1102.26

GRANITE CURB RAMP

5.5'

TOC

1095.54

TOC

1095.33

TOC

1095.09

ADA PARKING

SIGN (TYP.)

TOC

1103.10

DECORATIVE STOP/ONE WAY/

DO NOT ENTER SIGNS (SPECIAL

LITE POLES, SEE DETAIL)

9.5'CONCRETE APRON

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23.0' 24.0'6.0'6.0'6.0' 6.0'

8.9' 7.2'

3+004+005+00

TOC

1091.64

TOC

1091.73

TOC

1092.40TOC

1088.26

TOC

1087.4

TOC

1086.98

TOC

1086.72

LANDSCAPED ISLANDS

W/ GREEN VASE JAPANESE

ZELKOVA TREES

1090'

1085'

TOC

1093.25

EXISTING ASPHALT PARKINGEXISTING ASPHALT PARKING

TOC

1092.31

GRANITE CURB FLUSH W/ ASPHALT

(DRIVEWAY APRON)

WHITE STRIPING

(TYP. SEE DETAIL)

BRICK PATTERN

STAMPED ASPHALT

CROSSWALK

GRANITE CURB FLUSH W/ ASPHALT

(DRIVEWAY APRON)4 X DECORATIVE LED

TEARDROP LIGHTS

(TO BE INSTALLED BY

DUKE ENERGY)

TOC

1094.39

DECORATIVE STOP

SIGN (SPECIAL LITE

POLES, SEE DETAIL)

TOC

1093.19

TOC

1093.44

1096.50

GRND

1095.18

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

OUL

NEW POLES

INSTALLED BY DUKE

ENERGY

OU

L

O U L

O U L

O U L

R30.0'

R30.0'

20.0' M A

T C

H L

I N

E m a r k e t s t r e e t

GRANITE CURB RAMP GRANITE CURB RAMP

GRANITE CURB RAMP

5.5'

GRANITE CURB RAMP GRANITE CURB RAMP

TOC

1095.33

TOC

1095.09

GRANITE CURB

FLUSH W/ ASPHALT

E X

IS

T

IN

G

R

C P

FRANKLIN STREETDECORATIVE DO

NOT ENTER SIGNS

(SPECIAL LITE

POLES, SEE DETAIL)

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 before 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.

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.

MATERIALS

1. All granite shall be "Mount Airy Granite" from the North Carolina Granite Corporation (or approved equal).

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's with a black fiberglass pole "Style F" provided and installed by Duke Energy.

5. Truncated domes used for ADA ramps shall be brick truncated domes.

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.

NOTES

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DEMOLITION

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

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M A T C H L I N E (SEE SHEET 4)

M A T C H L I N E (SEE SHEET 4)

SITE SECURITY

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

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AutoCAD SHX Text REF Properties LLC 502015742941

AutoCAD SHX Text The M5 Group LLC 502015741950

AutoCAD SHX Text Ky The Nguyen 502015740992

AutoCAD SHX Text The Lara Group LLC 502015740940

AutoCAD SHX Text Coley Fred Jones Jr 502015742885

AutoCAD SHX Text Billy R & Billie Sue Castevens 502015742844

AutoCAD SHX Text 115 Franklin Street LLC 502015742832

AutoCAD SHX Text 115 Franklin Street LLC 502015742810

AutoCAD SHX Text Terry Patrick McCann 502015741890

AutoCAD SHX Text City of Mount Airy 502015741625

AutoCAD SHX Text Masonic Properties Inc 502015649854502

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EXISTING

CONCRETE

DRIVEWAY

APRON (TO BE

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MOODY INVESTMENT

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12" RCP

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(TO BE REMOVED)

EXISTING CONCRETE

SIDEWALK

(TO BE REMOVED)

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EXISTING 12"

RCP

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EXISTING 36" RCP

EXISTING 32" RCP

EXISTING24" RCP

EXISTING

CURB INLET

(TO REMAIN)

EXISTING CURB

INLET (TO

REMAIN)

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EXISTING CONCRETE

CROSSWALK (TO BE

REMOVED)

EXISTING ASPHALT

(TO BE REMOVED)

EXISTING ASPHALT

(TO BE REMOVED)

EXISTING ASPHALT

(TO BE REMOVED)

EXISTING

CONCRETE

SIDEWALK

(TO BE REMOVED)

EXISTING

CONCRETE

SIDEWALK

(TO BE REMOVED)

EXISTING

LANDSCAPING

E X

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T

IN

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C O

N C

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T E

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ID

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A L

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EXISTING GRANITE

PAVERS (TO BE

REMOVED)

EXISTING GRANITE

PAVERS (TO BE

REMOVED)

EXISTING FLAG POLE

(TO BE REMOVED)

E X

IS

T

IN

G

G R

A N

IT

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W A

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T

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A

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EXISTING CONCRETE PAD

& FENCE

(TO REMAIN)

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IS

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IN

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A T

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EXISTING CONCRETE

RETAINING WALL

(TO REMAIN)

EXISTING CONCRETE ASPHALT PARKING

EXISTING

WOODEN ARCH

(TO BE MOVED)

EXISTING SIGNS

(TO BE REMOVED &

REINSTALLED BY

CONTRACTOR)

EXISTING CRATE

MYRTLES & SHRUBS (TO

BE REMOVED)

E X

IS

T

IN

G

C R

A T

E

M Y

R T

L E

S

M A

P L

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S H

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B S

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EXISTING PENN OAK

TREES (TO BE REMOVED)

EXISTING PENN

OAK TREES

(TO BE REMOVED)

EXISTING CRATE MYRTLES

& BRADFORD PEAR TREE

(TO BE REMOVED)

EXISTING CRATE MYRTLES

(TO BE REMOVED)

EXISTING CRATE MYRTLES

AND MAPLE TREE

(TO BE REMOVED)

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IS

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IN

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M A

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EXISTING GREEN

VASE ZELCOVA

(TO REMAIN)

EXISTING SHRUBS &

SMALL TREE ALONG

FRANKLIN STREET

(TO BE REMOVED)

EXISTING SHRUBS

ALONG FRANKLIN

STREET

(TO BE REMOVED)

EXISTING SHRUBS &

CRATE MYRTLE

TREE

(TO REMAIN)

12 X EXISTING SHOE BOX

LIGHTS & CONDUIT (TO BE

REMOVED BY

CONTRACTOR)

12 X EXISTING SHOE BOX

LIGHTS (TO BE REMOVED

BY CONTRACTOR)

12 X EXISTING

SHOE BOX LIGHTS

(TO BE REMOVED

BY CONTRACTOR)

12 X EXISTING

SHOE BOX LIGHTS

(TO BE REMOVED

BY CONTRACTOR)

EXISTING

GRANITE WALL &

STEPS

(TO REMAIN)

E X

IS

T

IN

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IS

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STREET

E X

IS

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EXISTING MAPLE

& BLUE SPRUCE

TREES (TO BE

REMOVED)

EXISTING

ELECTRICAL

PEDESTAL

(TO REMAIN)

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50201574192

EXISTING PROPOSED

CURB & GUTTER

PROPERTY LINE

LIGHTS

SIDEWALK

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

CONTOURS

CURB INLETS

DEMOLITION LIMITS

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GENERAL

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

2. The streetscape shall be demolished and constructed before 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.

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.

MATERIALS

1. Decorative street lights shall be "Deluxe Acorn Style" LED with a black fiberglass pole "Style F" provided and installed by Duke Energy.

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

3. Asphalt shall be 9.5b "Superpave". Entire parking lot area shall be milled 2"-4" down to existing gravel base.

4. All catch basins, frames and grates shall conform to NCDOT Std. 840.02 and 840.03.

PARKING LOT RESURFACING

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

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

3. Current Number of Parking Spaces: 146

(Including ADA)

N O

T E S

DEMOLITION

1. All existing asphalt and the concrete islands shall be removed and hauled off site by the contractor. (Approx.

53,000 sf asphalt, and 13,000 sf of concrete).

Feet 0 15 30

SITE SECURITY

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

Z:\Server\Projects\Downtown Mount Airy\Franklin Street Streetscape Project\Drawings and Plans\Draft Drawings\Franklin St Streetscape & Parking Lot Final_20250501.dwg

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text G

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AutoCAD SHX Text G

AutoCAD SHX Text G

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MOODY INVESTMENT

COMPANY, LLC

502015648565

City of Mount Airy 502015741625

W/ GREEN VASE JAPANESE

ZELKOVA TREES BRICK PATTERN

STAMPED ASPHALT

CROSSWALK PARKING RESERVED FOR LOADING BETWEEN 5AM-5PM

PARKING SIGNS

BRICK PATTERN

STAMPED ASHPALT

CROSSWALK

9.5'

10.0'

24.0'

24.0'

24.5'

10.0'

24.5'

25.6'

34.3'

26.6'

R4.75'

R5.00'

9.5'

18.0'

24.5'

15.3'

10.0' 18.4'

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

CURB RAMP

CURB

RAMP

OUL

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NEW POLES

INSTALLED BY DUKE

ENERGY

O U L

R30.0'

STREET

4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

REPLACE

EXISTING

CONCRETE

STEPS & HAND

RAILS

KEEP EXISTING

GRANITE

WALLS

5'X5' TREE GRATE

TESLA

SUPERCHARGING

STATIONS

BUS

PARKING

ONLY

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

NEW 35-FT BLACK

ANODIZED ALUMINUM

FLAG POLE

(LIBERTY FLAGPOLES TYP.

SEE DETAIL)

STOP NEW

CONCRETE AT

EXISTING

Z-BRICK

9.0'

8.5'

GRANITE CURB RAMP

5.5'

GRANITE CURB RAMP

5.5'

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

9X PROPOSED

ISLANDS

3X PROPOSED HALF

ISLANDS

P R O P O S E D P A R K I N G S P A C E S

P R O P O S E D P A R K I N G S P A C E S

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES RE-STRIPE ORIGINAL

PARKING SPACES

ADA PARKING SIGN

(TYP.)

ADA PARKING SIGN

(TYP.)

ADA PARKING

SIGN (TYP.)

RE-STRIPE ORIGINAL

PARKING SPACES

ADA

PARKING

SIGN (TYP.)

GENEVIEVE LYNN BARNHART

50201574192

BUS

PARKING

ONLY

POLES, SEE DETAIL)

CONCRETE APRON

6.0'

9.5'

CONCRETE

APRON

BUS

PARKING

ONLY SIGN

(SPECIAL

LITE POLES

SEE DETAIL)

EXISTING PROPOSED

CURB & GUTTER

PROPERTY LINE

DECORATIVE LIGHTS

SIDEWALK

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

LANDSCAPING

Zelcova serrata

Green Vase Japanese Zelkova

3.0-inch Caliper Medium Deciduous

Tree

Lagerstroemia indica Tonto Crape Myrtle

3-feet Tall Small Deciduous

Tree

Rhododendron austrinum Florida Azalea (Red flower)

3-gallon Medium Deciduous

Shrub

Pittosporum tobira 'Nana' Dwarf Pittosporum

3-gallon Medium Evergreen

Shrub

Botanical Name/Common

Name

Planting Size/GroupCountSymbol

LANDSCAPING SCHEDULE

Beltula nigra River Birch

3.5-inch Caliper Large Deciduous

Tree

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GENERAL

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

2. The streetscape shall be demolished and constructed before 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.

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.

MATERIALS

1. Perimeter parking lot lights shall be "Mitchell Open LED" with a black fiberglass pole

"Style F" and interior parking lot lights shall be "Shoebox LED" with pole "Style A" provided and installed by Duke Energy.

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

3. Asphalt shall be 9.5b "Superpave". Entire parking lot area shall be milled 2"-4" down to existing gravel base.

4. All catch basins, frames and grates shall conform to NCDOT Std. 840.02 and 840.03.

PARKING LOT RESURFACING

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

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

3. Proposed total spaces: 157 (including

ADA)

N O

T E S

DEMOLITION

1. All existing asphalt and the concrete islands shall be removed and hauled off site by the contractor. (Approx. 53,000 sf asphalt, and 13,000 sf of concrete).

Feet 0 15 30

Z:\Server\Projects\Downtown Mount Airy\Franklin Street Streetscape Project\Drawings and Plans\Draft Drawings\Franklin St Streetscape & Parking Lot Final_20250501.dwg

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W/ GREEN VASE JAPANESE

ZELKOVA TREES

TOC

1101.94

TOC

1102.07

1099.78

1099.86

EXISTING

12" RCP

1095'

1090'

TOC

1100.03

1090'

1085'

1100'

BRICK PATTERN

STAMPED ASPHALT

CROSSWALK PARKING RESERVED FOR LOADING BETWEEN 5AM-5PM

PARKING SIGNS

DRIVEWAY APRON

TOC

1095.08

TOC

1094.39

TOC

1093.19

TOC

1093.44

BRICK PATTERN

STAMPED ASHPALT

CROSSWALK

E X

IS

T

IN

G

R

C P

E X

IS

T

IN

G

R

C P

EXISTING 12"

RCP

E X

IS

T

IN

G

R

C P

EXISTING 36" RCP

EXISTING 32" RCP

EXISTING24" RCP

9.5'

10.0'

24.0'

24.0'

24.5'

10.0'

24.5'

25.6'

34.3'

26.6'

R4.75'

R5.00'

9.5'

18.0'

24.5'

15.3'

10.0' 18.4'

TOC

1099.00GRND

1098.28

GRND

1098.11

EOP

1098.46

GRND

1097.69

GRND

1097.86

EOP

1098.04

GRND

1097.27

GRND

1097.44

EOP

1097.62

GRND

1096.46

TOC

1096.50

GRND

1095.62

TOC

1097.11

EOP

1096.82

EOP

1096.14

GRND

1095.18

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

VALLEY CURB & GUTTER

(TYP. SEE DETAIL)

CURB RAMP

CURB

RAMP

GRND

1099.56

EOP

1098.71

GRND

1098.52

EOP

1098.23

GRND

1098.00

EOP

1097.75

EOP

1097.56

O

UL

O

UL

NEW POLES

INSTALLED BY DUKE

ENERGY

O U L

R30.0'

STREET

4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

REPLACE

EXISTING

CONCRETE

STEPS & HAND

RAILS

KEEP EXISTING

GRANITE

WALLS

TOC

1100.03

TOC

1099.53 TOC

1099.53

TOC

1100.03

TOC

1100.03

GRND

1099.56

GRND

1099.55

GRND

1099.56

5'X5' TREE GRATE

TESLA

SUPERCHARGING

STATIONS

BUS

PARKING

ONLY

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

NEW 35-FT BLACK

ANODIZED ALUMINUM

FLAG POLE

(LIBERTY FLAGPOLES TYP.

SEE DETAIL)

STOP NEW

CONCRETE AT

EXISTING

Z-BRICK

9.0'

8.5'

GRANITE CURB RAMP

5.5'

GRANITE CURB RAMP

5.5'

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

9X PROPOSED

ISLANDS

3X PROPOSED HALF

ISLANDS

P R O P O S E D P A R K I N G S P A C E S

P R O P O S E D P A R K I N G S P A C E S

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES RE-STRIPE ORIGINAL

PARKING SPACES

ADA PARKING SIGN

(TYP.)

ADA PARKING SIGN

(TYP.)

ADA PARKING

SIGN (TYP.)

RE-STRIPE ORIGINAL

PARKING SPACES

ADA

PARKING

SIGN (TYP.)

U

TC

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IS

T

IN

G

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BUS

PARKING

ONLY

(SPECIAL LITE

POLES, SEE DETAIL)

CONCRETE APRON

6.0'

9.5'

CONCRETE

APRON

BUS

PARKING

ONLY SIGN

(SPECIAL

LITE POLES

EXISTING PROPOSED

CURB & GUTTER

PROPERTY LINE

SIDEWALK

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

LANDSCAPING

CONTOURS

ASPHALT

GENERAL

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

2. The streetscape shall be demolished and constructed before 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.

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.

MATERIALS

1. Perimeter parking lot lights shall be "Mitchell Open LED" with a black fiberglass pole "Style F" and interior parking lot lights shall be "Shoebox LED" with pole "Style A" provided and installed by Duke Energy.

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

3. Asphalt shall be 9.5b "Superpave". Entire parking lot area shall be milled 2"-4" down to existing gravel base.

4. All catch basins, frames and grates shall conform to NCDOT Std. 840.02 and 840.03.

PARKING LOT RESURFACING

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

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

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

4. Final Number of Parking Spaces: 156

(Including ADA)

N O

T E

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Fi le

SH

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T N

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P A R K

IN

G L

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S E D G

R A D

IN

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Fr an kl in

S tr ee t

St re et sc ap e

P ar ki ng L ot R eh ab

: P ha se I

DEMOLITION

1. All existing asphalt and the concrete islands shall be removed and hauled off site by the contractor. (Approx.

53,000 sf asphalt, and 13,000 sf of concrete).

Z:

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SITE SECURITY

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

-M ay -2

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AutoCAD SHX Text 115 Franklin Street LLC 502015742810

AutoCAD SHX Text Terry Patrick McCann 502015741890

AutoCAD SHX Text

MOODY INVESTMENT COMPANY, LLC 502015648565

AutoCAD SHX Text City of Mount Airy 502015741625

AutoCAD SHX Text

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REF Properties LLC 502015742941

The M5 Group LLC 502015741950

Ky The Nguyen 502015740992

The Lara Group LLC 502015740940

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City of Mount Airy 502015741625

SMALL (66"X82")

THREE PHASE PIT

PAD (PROVIDED BY

CONTRACTOR)

1Ø PEDESTAL

120/208 3Ø

VAULT

1Ø PEDESTAL

122 LF PROPOSED 4" SCHEDULE

40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

50 LF 4" SCHEDULE

40 CONDUIT 5' DEEP

(FOR 3Ø POWER)

105 LF PROPOSED 4"

SCHEDULE 40 CONDUIT MIN

3' DEEP (FOR 1Ø POWER)

60 LF PROPOSED 2" SCHEDULE

40 CONDUIT MIN. 3' DEEP (FOR

1Ø POWER SERVICE)

PROPOSED COMMUNICATION

CONDUIT (BY OTHERS)

EXISTING 8" WATER

M A

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LARGE (98"X104") THREE PHASE PIT

PAD (PROVIDED BY CONTRACTOR)

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m a r k e t s t r e e t

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305 LF PROPOSED 2" SCHEDULE

40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

310 LF PROPOSED 4" SCHEDULE

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80 LF & 40 LF PROPOSED 2"

SCHEDULE 40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER

SERVICE)

NEW SERVICE

METER BOX

NEW SERVICE

METER BOX

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PROPOSED

DECORATIVE LIGHTS

CIVIL SYMBOLS

FLUSH MOUNTED

ELECTRICAL PEDESTAL

FLUSH MOUNTED

TELECOMMUNICATIONS PEDESTAL

UNDERGROUND

TELECOMMUNICATIONS CONDUIT

UUL

UNDERGROUND ELECTRICAL

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UTC

WALL MOUNTED

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GENERAL

1. Underground conduit installation shall be coordinated with Surry Telecommunications.

CONTROL

1. Property line information provided by Surry County

UTILITIES

1. All underground utility locations shown are approximate.

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

3. Business Underground Power Reconnect Process:

3.1. Contractor will install new service meter boxes on the buildings next to the existing meter boxes.

3.2. Contractor will install 2-inch conduit from ground pedestals to new service meter boxes.

3.3. Contractor will install temporary connection from the new meter box to the existing meter box.

3.4. Surry County Inspections office will be contacted to inspect installation of new meter box.

3.5. Once Surry County Inspections has passed the installation, Duke Energy will be contacted to install the wire in the 2-inch conduit, remove the temporary connection and install a new power meter in the new service meter box.

3.6. After Duke has installed the new meters, the Contractor shall remove the old meter boxes and customer equipment from the buildings.

MATERIALS

1. Decorative street lights shall be

"Teardrop LED" with pole "Style C" provided and installed by Duke Energy.

2. All conduit shall be schedule-40 PVC.

3. All conduit shall have a masonry string installed the full length of each duct in order for Duke to install the wire.

4. Pit-pads shall be pre-cast concrete from a Duke Energy approved supplier.

NOTES

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M A T C H L I N E (SEE SHEET 7)

M A T C H L I N E (SEE SHEET 7)

M A T C H L I N E

(SEE INSET A)

INSET AM A T C H L I N E

(SEE INSET A)

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MOODY INVESTMENT

COMPANY, LLC

502015648565

City of Mount Airy 502015741625

EXISTING

12" RCP

SMALL (66"X82")

THREE PHASE PIT

PAD (PROVIDED BY

CONTRACTOR)

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EXISTING 12"

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EXISTING 36" RCP

EXISTING 32" RCP

EXISTING24" RCP

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NEW POLES

INSTALLED BY DUKE

ENERGY

50 LF 4" SCHEDULE

40 CONDUIT 5' DEEP

(FOR 3Ø POWER)

105 LF PROPOSED 4"

SCHEDULE 40 CONDUIT MIN

3' DEEP (FOR 1Ø POWER)305 LF PROPOSED 2" SCHEDULE

40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

40 CONDUIT

MIN. 3' DEEP (FOR 3Ø POWER)

53 LF 4"

SCHEDULE 40

CONDUIT

MIN. 3' DEEP

(FOR 3Ø

POWER)

130 LF 4"

SCHEDULE 40

CONDUIT

MIN. 3' DEEP

(FOR 3Ø

POWER)

O U L

LARGE (98"X104") THREE PHASE PIT

PAD (PROVIDED BY CONTRACTOR)

STREET

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4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

4x SHOEBOX 150W

TYPE IV

AB 3000K DBL MH:25

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

9x OPEN DELUXE

ACORN 70W TYPE III

3000K DBL MH:12

(INSTALLED BY DUKE

ENERGY)

NEW 35-FT BLACK

ANODIZED ALUMINUM

FLAG POLE

(LIBERTY FLAGPOLES TYP.

SEE DETAIL)

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112 LF PROPOSED 2" SCHEDULE 40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

70 LF PROPOSED 2" SCHEDULE 40

CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

190 LF PROPOSED 2" SCHEDULE

40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

70 LF

PROPOSED 2"

SCHEDULE 40 CONDUIT

MIN. 3' DEEP (FO

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38 LF PROPOSED 2"

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104 LF PROPOSED 2" SCHEDULE

40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

SINGLE PHASE PIT

PAD (PROVIDED BY

DUKE ENERGY)

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

GUTTER CONTINUES

FOR POSITIVE

DRAINAGE

9X PROPOSED

ISLANDS

3X PROPOSED HALF

ISLANDS

P R O P O S E D P A R K I N G S P A C E S

P R O P O S E D P A R K I N G S P A C E S

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES RE-STRIPE ORIGINAL

PARKING SPACES

RE-STRIPE ORIGINAL

PARKING SPACES

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MIN. 3' DEEP (FOR 1Ø

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120 LF PROPOSED 2" SCHEDULE 40 CONDUIT

MIN. 3' DEEP (FOR 1Ø POWER)

3 LF PROPOSED 2" SCHEDULE

40 CONDUIT MIN. 3' DEEP

(FOR 1Ø POWER SERVICE)

CONNECT TO

EXISTING

TRANSFORMER

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SCHEDULE 40 CONDUIT

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30 LF 4" SCHEDULE 40

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(FOR 3Ø POWER)

CONCRETE APRON

CONCRETE

APRON

EXISTING PROPOSED

CURB & GUTTER

PROPERTY LINE

DECORATIVE LIGHTS

SIDEWALK

HANDICAP ACCESS RAMP

CIVIL SYMBOLS

FENCE

LANDSCAPING

CONTOURS

CONDUIT

UNDERGROUND UTILITY

HAND BOX

UUL

GENERAL

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

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.

MATERIALS

1. Perimeter parking lot lights shall be "Mitchell Open LED" with a black fiberglass pole "Style F" and interior parking lot lights shall be "Shoebox LED" with pole "Style A" provided and installed by Duke Energy.

2. All conduit shall be schedule-40 PVC.

3. All conduit shall have a masonry string installed the full length of each duct in order for Duke to install the wire.

4. Pit-pads shall be pre-cast concrete from a Duke Energy approved supplier.

PARKING LOT RESURFACING

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

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

N O

T E

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DEMOLITION

1. All existing asphalt and the concrete islands shall be removed and hauled off site by the contractor. (Approx. 65,000 sf asphalt, and 13,000 sf of concrete).

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M A T C H L I N E (SEE SHEET 6)

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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

6"

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

C

IT

Y of MOUNT

AIR

Y

P U

B

LIC

W

ORKS DEPART

M E

N

T ST-114

1 1

BRICK PAVER BANDING

N.T.S.

08/01/2017

JOINTS

FA

C

E O

F

BU

IL

D

IN

G

/B

AC

K O

F W

AL

K

"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

C

IT

Y of MOUNT

AIR

Y

P U

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LIC

W

ORKS DEPART

M 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.

B

1/4" PER FT.

E

SEE STANDARD

C

D

2'-6" CURB

AND GUTTER

R/W

10'-0" 2'-6"

1'

1/4" PER FT.

10'-0"

MAX.

1/4" PER FT.

A

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

C

IT

Y of MOUNT

AIR

Y

P U

B

LIC

W

ORKS DEPART

M E

N

T ST-104

1 1

LOCAL COMMERCIALN.T.S.

08/01/2017

T Y P E

L

5"

6"

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

C

IT

Y of MOUNT

AIR

Y

P U

B

LIC

W

ORKS DEPART

M 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"

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

C

IT

Y of MOUNT

AIR

Y

P U

B

LIC

W

ORKS DEPART

M 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"

6"

6"

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

TRANSITION TRANSITION

CURB CURB

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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

7"

12"

B

A A

B

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

C

IT

Y of MOUNT

AIR

Y

P U

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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

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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

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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

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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

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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

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BIKE RACK

ST-121

1 1

N.T.S.

02/27/2025

63 18"

2 38"

GENERAL NOTES:

1. BIKE RACKS SHALL BE FLUSH MOUNTED TO THE PROPOSED CONCRETE SIDEWALK

VIA CONCRETE EXPANSION ANCHOR BOLTS.

2. BIKE RACKS SHALL BE METAL AND HAVE A GLOSS BLACK FINISH.

60 34

8"

Engineering Division City of Mount Airy, North CarolinaREVISIONS:

DATE:

SCALE:

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

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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.

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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

W

STORM

DRAIN

INLET

FL

OW

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

C

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