4646-23 Beaumont Ave Sidewalk Drawings Certified for Bid09232025.pdf

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LEGEND

4646-23 S. BEAUMONT AVE. SIDEWALK

OVERALL SITE PLANNORTH CAROLINA ONE CALL

1-800-632-4949 / NC811.ORG

(3 WORKING DAYS MIN.)

CALL BEFORE YOU DIG

GENERAL NOTES:

1. ALL CONSTRUCTION MATERIAL AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF

BURLINGTON ENGINEERING SPECIFICATIONS AND STANDARD

DRAWINGS.

2. ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS,

THE BEST AVAILABLE RECORD DRAWINGS, AND MOST CURRENT

GIS DATA. THE CONTRACTOR IS FULLY RESPONSIBLE TO FIELD

VERIFY ACTUAL LOCATION AND DEPTH OF EXISTING UTILITIES

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES

BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS MUST BE

REPORTED TO THE CITY IMMEDIATELY.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CALL NORTH

CAROLINA 811 (811 OR 1-800-632-4949) AT LEAST THREE (3)

WORKING DAYS PRIOR TO MOBILIZATION TO HAVE EXISTING

UTILITIES LOCATED.

4. CONSTRUCTION WORK ZONE SIGNS AND SIGNING PROCEDURES

SHALL CONFORM TO THE MUTCD AND SUPPLEMENTS AND TO ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

5. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTRACT A

PRIVATE UTILITY TO LOCATE LINES ON PRIVATE PROPERTY.

PRIVATE LINES ARE MAINTAINED BY THE PROPERTY OWNER AND

NOT THE UTILITY OR SERVICE PROVIDER. SECONDARY WATER,

SEWER, OR POWER LINES ARE PRIVATE LINES.

6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE

SIGNS, BARRICADES, WARNING LIGHTS, GUARD RAILS, AND

EMPLOY FLAGGERS AS NECESSARY WHEN CONSTRUCTION

ENDANGERS EITHER VEHICULAR OR PEDESTRIAN TRAFFIC. THESE

DEVICES SHALL REMAIN IN PLACE UNTIL THE TRAFFIC MAY

PROCEED NORMALLY AGAIN

7. IF DENOTED NECESSARY WITHIN THE SCOPE OF WORK FOR THE

SIDEWALK INSTALLATION, ALL EXISTING EDGE OF PAVEMENT,

CURB & GUTTER SHALL BE SAW CUT FOR CLEAN EDGE; SAW CUT

EDGE MAY BE USED FOR FRONT OF NEW CONCRETE PLACEMENT.

8. SIDEWALK SHALL BE 6" THICK THROUGH DRIVEWAYS AND 4" IN

LOCATIONS AWAY FROM AUTOMOBILE TRAFFIC. NEW CONCRETE

SHALL BE CLASS "A" 3000 PSI CONCRETE UNLESS NOTED

OTHERWISE

9. NEW GUTTER INSTALLED AT SAME LOCATION WITH SAME SLOPE

AND ELEVATIONS AS EXISTING GUTTER; NEW CURB INSTALLED

PER DETAIL 1.REMOVE EXISTING CURB & GUTTER PER NEW CURB

& GUTTER LOCATION.

10. NO EXCAVATION MATERIAL SHALL BE PLACED ON BEAUMONT

AVE.; CARE SHOULD BE TAKEN NOT TO DAMAGE EXISTING

ROADWAY. TRAFFIC CONTROL MEASURES SHALL BE IN

ACCORDANCE TO NCDOT STANDARDS DURING EXECUTION OF

WORK.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE

STREETS DAILY FROM CONSTRUCTION ACTIVITIES.

12. ALL TREES TO REMAIN UNLESS NOTED OTHERWISE.

13. AREA OF DISTURBANCE LESS THAN 0.5 ACRES.

14. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY

BE USED PROVIDED APPROVAL HAS BEEN OBTAINED FROM THE

CITY IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE

CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST

RELATED TO THE SUBSTITUTION OR ALTERNATE EQUIPMENT.

15. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS

TO RECORD THE EXACT LOCATION OF ALL IMPROVEMENTS PRIOR

TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE CITY

UPON COMPLETION OF THE PROJECT.

16. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE

LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) AND ALL ADVANCE PEDESTRIAN CROSSING

SIGNS WILL BE INSTALLED BY THE BURLINGTON DEPARTMENT OF

TRANSPORTATION (BDOT).

17. CONTRACTOR SHALL SCHEDULE, PHASE, AND COMPLETE

CONSTRUCTION IN AN ORGANIZED AND ORDERLY FASHION THAT

MAINTAINS SAFE ACCESS TO ALL BUSINESS ENTRANCES AT ALL

TIMES, THIS DOES NOT INCLUDE DRIVEWAY ACCESS.

18. CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING AND

COORDINATING DIRECTLY WITH BUSINESSES AND PROPERTY

OWNERS TO COMPLETE ALL CONSTRUCTION ACTIVITIES,

MAINTAIN SAFE ACCESS, AND SCHEDULE DRIVEWAY CLOSURES

AS NEEDED.

S

W

CO

GAS

OHW OHW

SSx Wx

UGE UGE

VICINITY MAP

SCALE: 1" = 1000'

Wx Wx

1403 N CHURCH ST

PID: 8875747323

HUFFMAN OIL CO

PO BOX 730

BURLINGTON NC 27216

DB/PG: 152 / 6

S BEAUMONT AVE

(50' PUBLIC R/W)

N C

H U

R C

H S

T (U

S H

W Y-

(V

AR

IA

BL

E W

ID

TH

P U

BL

IC

R /W

TCE TCE

PROJECT

LOCATION

126 S BEAUMONT AVE

PID: 8875747201

CPAL NC LLC

290 GRANGER TRAIL

BURLINGTON NC 27215

DB/PG: 3940 / 0592

0 N CHURCH ST

PID: 8875745421

WILLIAMSONS AUTO INC

1385 N CHURCH ST

BURLINGTON NC 27217

DB/PG: 1221 / 692

113 S BEAUMONT AVE

PID: 8875745334

MOSER LINDA C

REVOCABLE TRUST

514 N MAIN ST

GRAHAM NC 27253

DB/PG: 2715 / 0022

0 S BEAUMONT AVE

PID: 8875745233

HUFFMAN OIL CO

PO BOX 730

BURLINGTON NC 27216

DB/PG: 172 / 118

INSTALL CONCRETE ALTERNATE

WHEELCHAIR RAMP TYPE I (SEE

COB DETAIL R-25) (TYP.)

REMOVE AND REPLACE THE EXISTING STANDARD

METER BOX WITH A RECESSED LID METER BOX

MATCHING PROPOSED SIDEWALK ELEVATION

(SEE DETAIL SHEET D1)

EXISTING EDGE OF CONCRETE

CURB AND GUTTER AND EDGE

OF PAVEMENT (TYP.)

PROPOSED 5FT SIDEWALK

CONSTRUCTED TO EXISTING BACK

OF CURB (PER COB DETAIL R-12)

EXISTING STREET

SIGN (TYP.)

EXISTING UTILITY POLE

WITH STREET LIGHT

CONTRACTOR SHALL REBUILD/REPAIR EXISTING CURB AND

INSTALL CHANNEL DRAIN WITH ADA-COMPLIANT GRATE (SEE

DETAIL AND NOTES THIS SHEET) THROUGH SIDEWALK AND

CURB. CONTRACTOR SHALL INFORM PROPERTY OWNER

PRIOR TO CUTTING EXISTING ROOF DRAIN EXTENSION PIPE.

EXISTING UNDERGROUND

UTILITY VAULT (TYP.)

EXISTING ROW (TYP.)

EXISTING EDGE OF

CONCRETE (TYP.)

REESTABLISH VEGETATIVE COVER

IN ALL DISTURBED AREAS PER COB

STANDARDS AND SPECIFICATIONS

(SEE DETAIL SE-24) (TYP.)

EXISTING WATER METER

TO REMAIN (TYP.)

EXISTING UTILITY POLE AND

GUY WITH UNDERGROUND

ELECTRIC UTILITY LINE

CONTRACTOR TO SLOPE SIDEWALK TO EXISTING

CURB AND INSTALL DETECTABLE WARNING

SURFACE (EXISTING CURB SHALL REMAIN - SEE

PROPOSED LAYOUT INSET THIS SHEET)

EXISTING SIGN WITH

BOLLARDS

PLACE GRAVEL BETWEEN EXISTING

CONCRETE WALK AND PROPOSED

SIDEWALK TO PROTECT EXISITNG POLE

EXISTING LINE TEE

EXISTING UNDERGROUND UTILITY - GAS

MARKED WITH YELLOW PAINT (TYP.)

EXISTING WATERLINE

BASED ON GIS (TYP.)

EXISTING SEWER BASED

ON GIS (TYP.)

6"x12" CONCRETE CURB

(SEE COB DETAIL R-25)

EXISTING CURB

(TO BE REMOVED)

PROPOSED 6FT SIDEWALK

CONSTRUCTED TO EXISTING BACK

OF CURB (PER COB DETAIL R-12)

TRANSITION FROM 5' TO 6' SIDEWALK

TIE PROPOSED SIDEWALK INTO

EXISTING CONCRETE WALKWAY

INSTALL CONCRETE ALTERNATE

WHEELCHAIR RAMP TYPE I (SEE

COB DETAIL R-25) (TYP.)

USE DEPRESSED CURB FOR RAMP TO

TRANSITION PROPOSED DROP CURB BACK

TO EXISTING STANDARD CURB & GUTTER

SAW CUT EXISTING PAVEMENT AND

INSTALL ~135LF OF STANDARD DRIVEWAY

DROP CURB (SEE COB DETAIL R-6) (TYP.)

R 150.0

REESTABLISH WHITE, WASHED STONE

(SEE NOTES), LANDSCAPE GRAVEL IN

ALL DISTURBED AREAS PER COB

STANDARDS AND SPECIFICATIONS

EXISTING WATER METER TO BE

RELOCATED OUTSIDE OF PROPOSED

SIDEWALK IF DEEMED NECESSARY

TRANSITION PROPOSED DROP

CURB BACK TO EXISTING

STANDARD CURB & GUTTERR12.5

EXISTING STRUCTURE (TYP.)

EXISTING GRAVEL

PARKING

EXISTING 4" CORRUGATED

PLASTIC PIPE ROOF DRAIN

OUTLET (TO REMAIN)

PROPOSED SIDEWALK

TOTAL: ~890 SQFT

CONTRACTOR SHALL CONTACT THE UTILITY OWNER

(LUMOS) TO ADJUST THE EXISTING TEL-COM VAULT

TO MATCH PROPOSED SIDEWALK ELEVATION

F

REESTABLISH DRIVEWAY GRAVEL

IN ALL DISTURBED AREAS PER COB

STANDARDS AND SPECIFICATIONS

SAW CUT, REMOVE, AND DISPOSE OF

EXISTING ASPHALT IN PROPOSED

SIDEWALK AREA (TYP.)

PROPOSED SIDEWALK RAMP LAYOUT

SCALE: N.T.S.

CONTRACTOR TO SLOPE SIDEWALK

TO EXISTING CURB COB STANDARDS

AND SPECIFICATIONS - 8.33% (12:1)

8.33% (12:1)

NOTE: CONTRACTOR TO NOTIFY COB ENGINEERING

IF 12:1 SLOPE CANNOT BE OBTAINED BASED ON

EXISTING CONDITIONS. ANY SLOPE GREATER THAN

12:1 OR CONCRETE CURB MILLING/ADJUSTMENT

MUST BE APPROVED BY COB ENGINEERING.

TIE PROPOSED SIDEWALK

INTO EXISTING CONCRETE

WALKWAY

EXISTING UNKNOWN BURIED

ROOF SPOUT DRAIN EXTENSION

PIPE (TO BE CUT AT SIDEWALK)

GENERAL NOTES FOR ADA COMPLIANT CHANNEL DRAIN GRATE:

1. CONTRACTOR TO SPECIFY AN ADA-COMPLIANT AND APPROVED

GRATE THAT MEETS THE FOLLOWING REQUIREMENTS:

· GRATE OPENINGS CAN BE NO MORE THAN 1/2" WIDE, THE

MAXIMUM WIDTH A WHEELCHAIR CASTER OR OTHER

MOBILITY DEVICE CAN PASS OVER WITHOUT BECOMING

STUCK OR FALLING THROUGH.

2. TO USE GRATES WITH OPENINGS LARGER THAN 1/2", THREE

CONDITIONS MUST BE MET:

· THERE MUST BE A MAIN DIRECTION FOR THE FLOOR OF FOOT

AND WHEELCHAIR TRAFFIC.

· GRATINGS SHOULD TAKE THIS DIRECTION INTO ACCOUNT,

AND THE LONG SIDE OF THE OPENINGS SHOULD BE

PERPENDICULAR TO THAT DIRECTION.

· THE SHORT SIDE OF THE OPENING MUST NOT EXCEED 1/2" IN

WIDTH.

3. IF THERE IS NO MAIN DIRECTION OF TRAVEL, BOTH DIMENSIONS

OF THE OPENINGS ARE LIMITED TO 1/2".

4. GRATE SHALL BE INSTALLED TO MATCH THE SURROUNDING

PAVEMENT SLOPE AND SHALL NOT EXCEED A 2% SLOPE.

NOTES FOR LANDSCAPE STONE:

1. CONTRACTOR SHALL REMOVE AND

STOCKPILE EXISTING WHITE STONE.

2. STONE SHALL BE CLEANED AND SPREAD

BACK IN PLACE OVER DISTURBED AREA.

3. ABC STONE MAY BE USED UNDER WHITE

STONE FOR SUBGRADE FILLER IF

NECESSARY.

DETAIL 1 / S1

0922/2025

BWB

Engineering

CITY OF BURLINGTON

Engineering

CITY OF BURLINGTON

1 1

NON-WALK

SURFACE NON-WALK

SURFACE

NON-WALK

SURFACE

NON-WALK

SURFACE

6" x 12"

CONCRETE CURB

6" x 12"

CONCRETE CURB

6" x 12" CONCRETE CURB

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

10% 10%

10%10%

LANDING WIDTH

5' MIN

2'-6" CURB

AND GUTTER

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

LANDING WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

DEPRESSED

CONCRETE CURB

(HEIGHT VARIES, CURB REVEAL

DETERMINED BY FLARE SLOPE)

10%10%

LANDING WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

LANDING WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

DEPRESSED CONCRETE CURB

(HEIGHT VARIES, CURB REVEAL

DETERMINED BY FLARE SLOPE)

8" TYP.

24" TYP.

12" MIN.

8" T

YP.

24" TYP.

12" MIN.

DEPRESSED

CONCRETE CURB

(HEIGHT VARIES, CURB REVEAL

DETERMINED BY FLARE SLOPE)

LANDING WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

LANDING WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

10%10%

TYPE 4

TYPE 4A

TYPE 5

1 8.33% (12:1) MAX RAMP SLOPE

2 CROSS SLOPE: 2.00%

3 CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING, UNLESS OTHERWISE

NOTED, WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE

OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

SLOPE TO DRAIN TO CURB.

PAY LIMITS FOR 1 CURB RAMP

SEE SHEET 3 OF 4 FOR NOTES

TYPE 1

WITH GRASS STRIP

6" x 12" CONCRETE CURB

DETECTABLE WARNING

SURFACE SEE SHEET 3 0F 4

CONCRETE

DEPRESSED

CURB

16" x 12"

CONCRETE CURB

SIDEWALK

5' MIN

1 2

NON-WALK SURFACE

NON-WALK SURFACE

NON-WALK SURFACE

6" x 12" CONCRETE CURB

6" x 12" CONCRETE CURB

6" x 12" CONCRETE CURB

6" x 12" CONCRETE CURB

CONCRETE DEPRESSED CURB

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

WIDTH OF LANDING

AT DEPRESSED CURB TO

MATCH WIDTH OF DETECTABLE

WARNING SURFACE

LANDING WIDTH

5' MIN

2'-6" CURB AND GUTTER

TYPE 1A

DIRECTIONAL APPLICATION

ONLY

TYPE 1B

DIRECTIONAL APPLICATION

ONLY

SIDEWALK WIDTH

5' MIN

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

WIDTH OF LANDING

AT DEPRESSED CURB TO

MATCH WIDTH OF DETECTABLE

WARNING SURFACE

LANDING WIDTH

5' MIN

2'-6" CURB

AND GUTTER

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

TYPE 1

5' MAX

IF CURB RADIUS CAUSES DISTANCE TO

EXCEED 5' THEN PLACE TRUNCATED DOMES

IN ALTERNATE POSITION AS SHOWN

1 8.33% (12:1) MAX RAMP SLOPE

2 CROSS SLOPE: 2.00%

3 CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING, UNLESS OTHERWISE NOTED,

WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE

PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.

PAY LIMITS FOR 1 CURB RAMP

SEE SHEET 3 OF 4 FOR NOTES

5' MAX

IF CURB RADIUS CAUSES DISTANCE TO

EXCEED 5' THEN PLACE TRUNCATED DOMES

IN ALTERNATE POSITION AS SHOWN

Engineering

CITY OF BURLINGTON

6" x 12"

CONCRETE CURB

DEPRESSED

CONCRETE CURB

2'-6" CURB

AND GUTTER

WIDTH OF LANDING

AT DEPRESSED

CURB TO

MATCH WIDTH OF

DETECTABLE

WARNING SURFACE

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

LANDING WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

TYPE 2B

6" x 12"

CONCRETE CURB

6" x 12"

CONCRETE CURB

NON-WALK SURFACE

CONCRETE

DEPRESSED CURB

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

2'-6" CURB

AND GUTTER

3DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

WIDTH OF LANDING

AT DEPRESSED CURB TO

MATCH WIDTH OF DETECTABLE

WARNING SURFACE

LANDING WIDTH

5' MIN

TYPE 2

DIRECTIONAL APPLICATION

ONLY

DETECTABLE WARNING

SURFACE, SEE SHEET 3 OF 4, SHALL

EXTEND CROSSWALK TO CROSSWALK

2'-6" CURB

AND GUTTER

TYPE 2A

1 8.33% (12:1) MAX RAMP SLOPE

2 CROSS SLOPE: 2.00%

3 CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING, UNLESS OTHERWISE NOTED,

WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE

OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

SLOPE TO DRAIN TO CURB.

PAY LIMITS FOR 1 CURB RAMP

SEE SHEET 3 OF 4 FOR NOTES

Engineering

CITY OF BURLINGTON

6" x 12" CONCRETE CURB

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

2'-6" CURB

AND GUTTER

RAMP / LANDING WIDTH

5' MIN

SIDEWALK WIDTH

5' MIN

6" CONCRETE

CURB

NON-WALK SURFACE

N O

N -W

ALK

SU

RFAC

E

SIDEWALK

AREA

TYPE 3B

FOR INSTALLATION IN A RADIUS

NON-WALK SURFACE

NON-WALK SURFACE

6" x 12"

CONCRETE CURB

6" x 12" CONCRETE CURB

6" x 12" CONCRETE CURB

SIDEWALK WIDTH

5' MIN

LANDING WIDTH

5' MIN

2'-6" CURB

AND GUTTER

DETECTABLE WARNING

SURFACE SEE SHEET 3 OF 4

TYPE 3

DIRECTIONAL APPLICATION

ONLY

1 8.33% (12:1) MAX RAMP SLOPE

2 CROSS SLOPE: 2.00%

3 CURB RAMPS REQUIRE A 4'-0" MINIMUM LANDING, UNLESS

OTHERWISE NOTED WITH A MAXIMUM CROSS SLOPE AND

LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS

PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.

SEE SHEET 3 OF 4 FOR NOTES

PAY LIMITS FOR 1 CURB RAMP

Engineering

CITY OF BURLINGTON

Engineering

CITY OF BURLINGTON

Engineering

CITY OF BURLINGTON

Engineering

CITY OF BURLINGTON

4646-23 S. BEAUMONT AVE. SIDEWALK

COB STANDARD DETAILS

Engineering

CITY OF BURLINGTON

ADA-COMPLIANT METER BOX RECESSED LID:

1. ALL PROPOSED METER BOXES SHALL ADHERE TO THE

STANDARDS AND SPECIFICATIONS CONTAINED WITHIN

THIS COB DETAIL AND MEET THE FOLLOWING CRITERIA:

· METER BOX MUST HAVE AN ADA-COMPLIANT

RECESSED LID FOR ALL AMI EQUIPPMENT TO

PREVENT A POTENTIAL TRIPPING HAZARD.

· ONLY A COB ENGINEERING APPROVED METER BOX

WITH RECESSED LID WILL BE INSTALLED WITHIN

THE BOUNDARY OF THE PROPOSED SIDEWALK.

METER BOX SHALL BE TRICAST, INC. PART # MSMBX-1/WM

OR EQUAL APPROVED BY CITY OF BURLINGTON.

0922/2025

BWB