2026-02-06 Downtown Carthage Revitalization Bid Set - KJD + V3.pdf

PDF 24 MB Posted Feb 10, 2026

Attached to: Downtown Revitalization Project
Solicitation number: 1037TOC-26-001
Issued by: Moore County, Cleveland Town, North Carolina

About this file

Written by GovTribe AI · Feb 13, 2026

This is a bid set for the Downtown Carthage Revitalization project, a construction initiative administered by the Town of Carthage, North Carolina. The project encompasses comprehensive improvements to the downtown traffic circle, adjoining roads, hardscape, and parking areas, with primary work including reconfiguration of the circle to improve vehicular movement and drainage, along with significant revisions to hardscape and landscaping to enhance pedestrian areas and overall downtown functionality and aesthetics. The bid documents contain detailed landscape architectural and engineering drawings prepared by V3 Companies, including site layout plans, materials specifications, grading plans, and hardscape details across multiple sheets. Sealed bids must be submitted to Carthage Town Hall, 4396 US 15-501 Highway, Carthage, NC 28327, Attention: Emily Yopp, by 2:00 pm local time on Friday, March 13, 2026, at which time bids will be publicly opened and read aloud. All questions regarding bid documents must be submitted via email to Emily Yopp, Lindsay Whitson, or Trevor Hansen no later than February 28, 2026, with responses provided by March 2, 2026. Construction must commence no later than May 18, 2026, and be completed by November 30, 2026.

The bid set specifies extensive quantities of hardscape improvements, including 6,279 square feet of vehicular pervious pavers, 5,408 square feet of streetscape pavers, 6,607 square feet of courtyard pavers in herringbone pattern, 12,912 square feet of concrete sidewalk, 2,401 square feet of crosswalk, brick columns (20 units), various brick seatwalls totaling 964 linear feet, and multiple curb types totaling approximately 3,517 linear feet. Additional work includes 644 linear feet of concrete steps, 245 linear feet of brick banding, site grading with detailed elevation specifications, drainage infrastructure including 8 hardscape drain inlets, 130 linear feet of channel drain, 15 planter drain inlets, and 825 linear feet of solid drain pipe. Contractor responsibilities include utility location verification, protection of existing improvements, landscape guarantee for one full year, and coordination with the landscape architect and owner's representative throughout construction. Specific materials are designated, including Pinehall Brick Autumn Pavers from Belden Brick Company and Techo-Bloc Pure Permeable Pavers, with all work required to comply with applicable federal, state, and local laws and regulations.

View the file

Other files

File	Type	Posted
Contract Docs - Carthage Downtown Revitilization 2.6.26.pdf	PDF	Feb 10, 2026
KJD- 25.01 SHEET SET 2.10.26 Flattened.pdf	PDF	Feb 10, 2026
2026-02-09_Downtown_Carthage_Roadway_Improvements.pdf	PDF	Feb 10, 2026

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S T

MONROE ST

(NC HWY 27)

S T

MONROE ST

(NC HWY 27)

M C

T M

C N

S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

MCREYNOLDS ST(NC HWY 27)

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

L- 1.

MTW

-0 2-

SEE SHEETS:

L-3.1, L-4.1, L-5.1, L-7.2, L-8.1

0'15' 15' 30' 60'

SCALE: 1" = 30'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT

DEPICTED ON THESE PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS

SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE

PROJECT LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE

RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

SEE SHEET:

L-3.2

SEE SHEETS:

L-3.0, L-4.0, L-5.0, L-7.1. L-8.0

SEE SHEET:

L-3.3

SEE SHEET:

L-3.4

S T

MONROE ST

(NC HWY 27)

S T

MONROE ST

(NC HWY 27)

M C

T M

C N

S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

MCREYNOLDS ST(NC HWY 27)

OVERHEAD UTILITY TO BE

BURIED OR RELOCATED (TYP.),

REFER TO DUKE AND CIVIL DRAWINGS

RAISED PLANTER TO BE REMOVED (TYP.)

- EXISTING INKBERRY AND DISTYLIUM SHRUBS

TO BE PRESERVED, SEE LANDSCAPE NOTES

RAISED PLANTER TO BE REMOVED (TYP.)

- EXISTING INKBERRY AND DISTYLIUM SHRUBS

TO BE PRESERVED, SEE LANDSCAPE NOTES

RAISED PLANTER TO BE REMOVED (TYP.)

- EXISTING INKBERRY AND DISTYLIUM SHRUBS

TO BE PRESERVED, SEE LANDSCAPE NOTES

FIRE HYDRANT TO BE RELOCATED

(TYP.), REFER TO CIVIL DRAWINGS

FIRE HYDRANT TO BE RELOCATED

(TYP.), REFER TO CIVIL DRAWINGS

OVERHEAD UTILITY TO BE

BURIED OR RELOCATED (TYP.),

REFER TO CIVIL DRAWINGS

OVERHEAD UTILITY TO BE

BURIED OR RELOCATED (TYP.),

REFER TO DUKE AND CIVIL DRAWINGS

FIRE HYDRANT TO BE RELOCATED

(TYP.), REFER TO CIVIL DRAWINGS

STREET LIGHT TO BE REMOVED (TYP.)

PARKING LOT LIGHT TO REMAIN, RELOCATE

OUTSIDE OF PROPOSED SIDEWALK

OVERHEAD UTILITY TO BE BURIED OR

RELOCATED (TYP.)

REFER TO DUKE AND CIVIL DRAWINGS

ELECTRIC METER TO BE BURIED

WITH SERVICE ACCESS FLUSH

TO GROUND

MONUMENT SIGN / RAISED PLANTER TO

BE REMOVED AND RELOCATED / REBUILT

- TO BE INSTALLED IN NEW LOCATION

WHEN COMPLETING PHASE 8 SCOPE

EXISTING STREETLIGHT

IN COURTHOUSE CIRCLE

TO REMAIN (TYP.)

EXISTING STREETLIGHT

IN COURTHOUSE CIRCLE

TO REMAIN (TYP.)

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

0'15' 15' 30' 60'

SCALE: 1" = 30'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

L- 2.

MRE

-0 2-

1.1 UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER, LANDSCAPE ARCHITECT, OR THEIR REPRESENTATIVES. PLEASE CALL BEFORE YOU DIG. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY

UNDERGROUND UTILITIES TO REMAIN.

1.2 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DISCREPANCIES.

NOTIFICATION SHALL BE MADE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE PERFORMANCE OF HIS WORK.

1.4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK IN A MANNER THAT PROTECTS COMPLETED WORK BY OTHERS, SUCH AS CURBS, UTILITIES, STORM DRAINAGE, FENCES, DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF ALL DAMAGES IN KIND RESULTING FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT THE

LANDSCAPE ARCHITECT IMMEDIATELY.

1.6 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE DURING THE GUARANTEE PERIOD.

1.0 GENERAL NOTES:

DEMOLITION NOTES:

1. CONTRACTOR TO USE DIGITAL FILES PROVIDED BY LANDSCAPE ARCHITECT FOR DEMOLITION OF EXISTING SITE FEATURES.

2. CONTRACTOR TO REVIEW DEMOLITION OF ALL EXISTING SITE FEATURES WITH LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

3. EXISTING IRRIGATION SYSTEM AND ALL IRRIGATION COMPONENTS TO BE REMOVED

DEMOLITION LEGEND:

PROTECTED EXISTING

TREE / SHRUB

REMOVE EXISTING

TREE / SHRUB

EXISTING BACK OF CURB

EXISTING PAVING, CURB, AND

GUTTER TO BE REMOVED

AREA = ± 25,497 SF

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO BE REPLACED OR

RELOCATED

EXISTING ASPHALT PAVEMENT TO BE REMOVED

= ± 78,832 SF

EXISTING PLANTER / PLANT BED

AREA TO BE REMOVED OR AMENDED = ± 6,005 SF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

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ICV

ELC

S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

MCREYNOLDS ST(NC HWY 27)

0' (T

8.00'

(TYP.) 19.00' (T

YP.)

5.00'

(TYP.)

5.00'

(TYP.)

5.00'

(TYP.)

9.34'

5.00'(TYP.)

0.67'

(TYP.)

8.00'

(TYP.)

24.41'

9.00'

(TYP.)

CONCRETE CONTROL JOINT

TYPICAL DIMENSIONS

SHINER COURSE

BANDING (TYP.)

SAILOR COURSE

BANDING (TYP.)

SHINER COURSE

BANDING (TYP.)

1.00'

9.00' 8.00'

8.00'

6.00'

12.00'

DIA.

6.00'

SAILOR COURSE

BANDING (TYP.)

SHINER COURSE

BANDING (TYP.)

SAILOR COURSE

BANDING (TYP.)

4.10'

1.33' (TYP.)

24" CURB + GUTTER

(TYP.)

10.00' (TYP.)

0' (T

8.00' (TYP.)

SHINER COURSE

BANDING (TYP.)

0'33.48'

8.00' 14.90'40.00'

8.00'

5.00' (TYP.) 3.

24.43'

8.11'

(TYP.)

5.00' 5.00'

16.56' 31.10'

8.05'

17.23'

10.00'

5.00'

24.29'

PB PB PB PB

PBPB

SAILOR COURSE

BANDING (TYP.)

30.53' 30.92' 22.92' 20.00' 8.00'

3.00'

(TYP.)

PB PB

24" CURB + GUTTER

(TYP.)

8.00' 8.00'

8.00'PB

8.00'

(TYP.)

6.00'

(TYP.)

9.91'

(TYP.)

9.00'

(TYP.)

13.89'

RELOCATED EXISTING

MONUMENT SIGNAGE

R9.50'

7.42'

11.57'

2'R5.0 0'

8.92'

9.42'

19.66'

22.66' 8.00' 14.66' 55.52'

29.09'

24.00'

2.43'

STAMPED ASPHALT

CROSSWALK W/

THERMOPLASTIC BANDING

6.00' (T

YP.)

5.50'

10.00'

TYP.

15.86'

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

0'10' 10' 20' 40'

SCALE: 1" = 20'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

L- 3.

MTW

-0 2-

UNDERGROUND UTILITIES TO REMAIN.

NOTIFICATION SHALL BE MADE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT THE

LANDSCAPE ARCHITECT IMMEDIATELY.

1.0 GENERAL NOTES:

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE OF PAVING OR FACE OF WALLS AND

COLUMNS UNLESS OTHERWISE INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM

INSIDE BRICK EDGE TO INSIDE BRICK EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY

OWNER'S REPRESENTATIVE OF ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

4. ALL WALKS, HARDSCAPE, AND OTHER PAVED AREAS SHALL BE STAKED USING DIGITAL FILES PROVIDED BY LANDSCAPE ARCHITECT AND REVIEWED WITH LANDSCAPE ARCHITECT AND OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN LAYOUT WITH LANDSCAPE

ARCHITECT ON SITE PRIOR TO INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND PEDESTRIAN) TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS. CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN WITH LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION.

M A

E (S

E E

S H

E E

T L-

M A

E (S

E E

S H

E E

T L-

PAVEMENT SCHEDULE:

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

STREETSCAPE PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 5,408 SF

COURTYARD PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 363 SF

COURTYARD PAVERS (HERRINGBONE PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 6,607 SF

CONCRETE SIDEWALK

- SEE DETAILS 1, 3, & 4/L-6.0

AREA = 12,912 SF

CROSSWALK

- SEE DETAIL 8/L-6.0

AREA = 2,401 SF

ADA DETECTABLE WARNING PATTERNS

(TRUNCATED DOME MATS)

- SEE DETAIL 10/L-6.0

QTY = 267 LF

FLUSH CURB

- SEE CIVIL DRAWINGS

QTY = 407 LF

4" HT. 24" CURB + GUTTER (PARKING)

- SEE CIVIL DRAWINGS

- SEE DETAIL 2/L-6.1

QTY = 347 LF

9" X 18" CURB

- SEE CIVIL DRAWINGS

QTY = 656 LF

BRICK COLUMN

- SEE DETAIL 4/L-6.2

QTY = 20

BRICK SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 185 FF

BRICK SEATWALL (28" WIDE WALL W/ 32" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 64 FF

BRICK CURVED SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 1 & 2/L-6.2

QTY = 715 FF

BRICK FREE STANDING WALL (12" WIDE WALL W/ CAP)

- SEE DETAIL 1 & 2/L-6.2

QTY = 422 FF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

PB = PROPOSED PLANT BEDS

6" CONCRETE CURB (PEDESTRIAN)

- SEE DETAIL 1/L-6.1

QTY = 283 LF

BRICK PEDESTRIAN CURB

- SEE DETAIL 4/L-6.1

QTY = 44 LF

HEAVY-DUTY CONCRETE

- SEE DETAIL 2/L-6.0

AREA = 3,727 SF

STAMPED & DYED CONCRETE

- SEE DETAIL 12/L-6.0

AREA = 745 SF

6" RISER CONCRETE STEPS (STREETS)

- SEE DETAILS 8 & 9/L-6.1

QTY = 644 LF

BRICK BANDING

- SEE DETAIL 7/L-6.0

QTY = 245 LF

6" HT. 30" CURB + GUTTER (STREETS)

- SEE CIVIL DRAWINGS

QTY = 1,816 LF

MOUNTABLE CURB (STREETS)

- SEE CIVIL DRAWINGS

QTY = 211 LF

ADA DETECTABLE WARNING PAVERS

(TRUNCATED DOME PAVERS)

- SEE DETAIL 11/L-6.0

QTY = 99 LF

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ELC

MONROE ST

(NC HWY 27)

S T

MONROE ST

(NC HWY 27)

M C

T M

C N

S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

0' (T

5.00'

(TYP.)

5.00'

(TYP.)

5.00'

(TYP.)

3.00'

(TYP.)

5.00'

(TYP.)

6.00'

(TYP.)

6.00'

5.00'

(TYP.)

1.33'

(TYP.)

6.00'

(TYP.)

24.00'

5.00'

(TYP.)

6.00'

(TYP.)

36.00'

8.00'

8.00' (TYP.)

PB PB PB PB PB PB PB PB PB

PBPB

6.00'

(TYP.)

34.11'23.96'21.20'19.07'18.72'21.82' 21.81'28.86'

13.34'

8.00'

24.34'10.00'

5.00'5.21'

7.50' 11.66'10.89'

9.00'

(TYP.)

5.40'4.59' 8.00'

(TYP.)

7.50' 11.66'40.05'

5.00' (TYP.)

27.23'

5.00' (TYP.)

10.99'

27.93' 8.00'

6.47'

5.00' (TYP.)

3.00' (TYP.)

31.79'

PB PB

18.96'

5.33'

15.07' 5.33'

9.00'

(TYP.)

19.00'

(TYP.)

5.00'

(TYP.)

4.12'

11.07'

6.97'

6.00'

(TYP.)

4.87'

6.00' 5.66'

12.65' 3.25'

6.04'

9.80'

11.34'

7.50'128.10'22.47'29.52'10.00'

2.95'

10.00'

5.00' (TYP.)

SHINER COURSE

BANDING (TYP.)

SAILOR COURSE

BANDING (TYP.)

CONCRETE CONTROL JOINT

TYPICAL DIMENSIONS

SAILOR COURSE

BONDING (TYP.)

SHINER COURSE

BANDING (TYP.)

SHINER COURSE

BANDING (TYP.)

PAVER BANDING FOR EXISTING PAVERS

(UTILIZE PAVERS SAVED FROM EXISTING

BRICK AT ADJACENT COURTYARD)

SAILOR COURSE

BONDING (TYP.)

SAILOR COURSE

BANDING (TYP.)

SIDEWALK TO ALIGN

WITH CROSSWALK

SIDEWALK TO ALIGN

WITH CROSSWALK

STAMPED ASPHALT

CROSSWALK W/

THERMOPLASTIC BANDING

10.00'

TYP.

15.86'

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

L-

MTW

-0

0'10' 10' 20' 40'

SCALE: 1" = 20'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND REQUIREMENTS. THE CONTRACTOR SHALL

OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE PERFORMANCE OF HIS WORK.

RESULTING FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT

IMMEDIATELY.

1.0 GENERAL NOTES:

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE OF PAVING OR FACE OF WALLS AND COLUMNS UNLESS

OTHERWISE INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM INSIDE BRICK EDGE TO INSIDE BRICK

EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY OWNER'S

REPRESENTATIVE OF ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

4. ALL WALKS, HARDSCAPE, AND OTHER PAVED AREAS SHALL BE STAKED USING DIGITAL FILES PROVIDED BY LANDSCAPE ARCHITECT AND REVIEWED WITH LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN LAYOUT WITH LANDSCAPE ARCHITECT ON SITE PRIOR

TO INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND PEDESTRIAN) TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS.

CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN WITH LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION.

M A

E (S

E E

S H

E E

T L-

M A

E (S

E E

S H

E E

T L-

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

PB = PROPOSED PLANT BEDS

PAVEMENT SCHEDULE:

STREETSCAPE PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 5,408 SF

COURTYARD PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 363 SF

COURTYARD PAVERS (HERRINGBONE PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 6,607 SF

CONCRETE SIDEWALK

- SEE DETAILS 1, 3, & 4/L-6.0

AREA = 12,912 SF

CROSSWALK

- SEE DETAIL 8/L-6.0

AREA = 2,401 SF

ADA DETECTABLE WARNING PATTERNS

(TRUNCATED DOME MATS)

- SEE DETAIL 10/L-6.0

QTY = 267 LF

FLUSH CURB

- SEE CIVIL DRAWINGS

QTY = 407 LF

4" HT. 24" CURB + GUTTER (PARKING)

- SEE CIVIL DRAWINGS

- SEE DETAIL 2/L-6.1

QTY = 347 LF

9" X 18" CURB

- SEE CIVIL DRAWINGS

QTY = 656 LF

BRICK COLUMN

- SEE DETAIL 4/L-6.2

QTY = 20

BRICK SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 185 FF

BRICK SEATWALL (28" WIDE WALL W/ 32" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 64 FF

BRICK CURVED SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 1 & 2/L-6.2

QTY = 715 FF

BRICK FREE STANDING WALL (12" WIDE WALL W/ CAP)

- SEE DETAIL 1 & 2/L-6.2

QTY = 422 FF

6" CONCRETE CURB (PEDESTRIAN)

- SEE DETAIL 1/L-6.1

QTY = 283 LF

BRICK PEDESTRIAN CURB

- SEE DETAIL 4/L-6.1

QTY = 44 LF

HEAVY-DUTY CONCRETE

- SEE DETAIL 2/L-6.0

AREA = 3,727 SF

STAMPED & DYED CONCRETE

- SEE DETAIL 12/L-6.0

AREA = 745 SF

6" RISER CONCRETE STEPS (STREETS)

- SEE DETAILS 8 & 9/L-6.1

QTY = 644 LF

BRICK BANDING

- SEE DETAIL 7/L-6.0

QTY = 245 LF

6" HT. 30" CURB + GUTTER (STREETS)

- SEE CIVIL DRAWINGS

QTY = 1,816 LF

MOUNTABLE CURB (STREETS)

- SEE CIVIL DRAWINGS

QTY = 211 LF

ADA DETECTABLE WARNING PAVERS

(TRUNCATED DOME PAVERS)

- SEE DETAIL 11/L-6.0

QTY = 99 LF

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AutoCAD SHX Text Y

AutoCAD SHX Text H

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AutoCAD SHX Text Y

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ELC

MOORE

COUNTY

HISTORIC

COURTHOUSE

150°'

8.00' (T

YP.)

1.00' (T

YP.)

6.00'

1.33' (TYP.)

6.00' (T

YP.)

150°'

SAILOR COURSE

BANDING (TYP.)

6.36'

120°' 8.84'

19.20'

6.00'

(TYP.)

7.00'

19.28'

17.78'

9.71'

4.00'

2' X 2' STONE

COLUMN (TYP.)

2.83'

SHINER COURSE

BANDING (TYP.)

0' 2.

10.42'

2.08'

R5.00'

R10.00'

.57

5.00'

150°'

8.46'

21.55'

5.98' 5.65'

.62

11.52'

9.66' 3.55'

15.15'

SHINER COURSE

BANDING (TYP.)

SAILOR COURSE

BANDING (TYP.)

122°' 145°'

24" CURB + GUTTER

(TYP.)

17.79'

24.00' (TYP.)

R15.00'

6°

116°'

134°'

7.75'

8.00' (TYP.)

120°'

STAMPED ASPHALT CROSSWALK

W/ THERMOPLASTIC BANDING

31.79'

19.15'

9" PERMEABLE PAVER

BANDING (TYP.)

7.33'

13.77'

8.00'

40.28'

2.50' (TYP.)

19.00'

(TYP.)

9.00'

(TYP.)

7.73'

12.50'

3.75'

11.20'

12.22'

120°'

150°'

9.53'

43.75'

19.26'

22.09'

26.33'

5.57' 150°'

13.34'

R12 .00

'R12.33'

R15.33'

8.00' (TYP.)

37.57'

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

L- 3.

MTW

-0 2-

1.1 UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE

OWNER, LANDSCAPE ARCHITECT, OR THEIR REPRESENTATIVES.

PLEASE CALL BEFORE YOU DIG. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND

UTILITIES TO REMAIN.

1.2 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO

ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN

THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD

ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE

DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA

INVOLVING DISCREPANCIES. NOTIFICATION SHALL BE MADE IN THE

FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS

AND NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL

APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND

REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND

PERMITS REQUIRED FOR THE PERFORMANCE OF HIS WORK.

1.4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

ALL WORK IN A MANNER THAT PROTECTS COMPLETED WORK BY

OTHERS, SUCH AS CURBS, UTILITIES, STORM DRAINAGE, FENCES,

DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF

ALL DAMAGES IN KIND RESULTING FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE

PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT

THE LANDSCAPE ARCHITECT IMMEDIATELY.

1.6 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE

IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS

REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE DURING THE

GUARANTEE PERIOD.

1.0 GENERAL NOTES:

0'5' 5' 10' 20'

SCALE: 1" = 10'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

M A

E (S

E E

S H

E E

T L-

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE OF PAVING OR FACE OF WALLS AND COLUMNS UNLESS

OTHERWISE INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM INSIDE BRICK EDGE TO INSIDE BRICK

EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY OWNER'S

REPRESENTATIVE OF ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN LAYOUT WITH LANDSCAPE ARCHITECT ON SITE PRIOR

TO INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND PEDESTRIAN) TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS.

CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN WITH LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION.

PAVEMENT SCHEDULE:

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

PB = PROPOSED PLANT BEDS

STREETSCAPE PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 5,408 SF

COURTYARD PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 363 SF

COURTYARD PAVERS (HERRINGBONE PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 6,607 SF

CONCRETE SIDEWALK

- SEE DETAILS 1, 3, & 4/L-6.0

AREA = 12,912 SF

CROSSWALK

- SEE DETAIL 8/L-6.0

AREA = 2,401 SF

ADA DETECTABLE WARNING PATTERNS

(TRUNCATED DOME MATS)

- SEE DETAIL 10/L-6.0

QTY = 267 LF

FLUSH CURB

- SEE CIVIL DRAWINGS

QTY = 407 LF

4" HT. 24" CURB + GUTTER (PARKING)

- SEE CIVIL DRAWINGS

- SEE DETAIL 2/L-6.1

QTY = 347 LF

9" X 18" CURB

- SEE CIVIL DRAWINGS

QTY = 656 LF

BRICK COLUMN

- SEE DETAIL 4/L-6.2

QTY = 20

BRICK SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 185 FF

BRICK SEATWALL (28" WIDE WALL W/ 32" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 64 FF

BRICK CURVED SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 1 & 2/L-6.2

QTY = 715 FF

BRICK FREE STANDING WALL (12" WIDE WALL W/ CAP)

- SEE DETAIL 1 & 2/L-6.2

QTY = 422 FF

6" CONCRETE CURB (PEDESTRIAN)

- SEE DETAIL 1/L-6.1

QTY = 283 LF

BRICK PEDESTRIAN CURB

- SEE DETAIL 4/L-6.1

QTY = 44 LF

HEAVY-DUTY CONCRETE

- SEE DETAIL 2/L-6.0

AREA = 3,727 SF

STAMPED & DYED CONCRETE

- SEE DETAIL 12/L-6.0

AREA = 745 SF

6" RISER CONCRETE STEPS (STREETS)

- SEE DETAILS 8 & 9/L-6.1

QTY = 644 LF

BRICK BANDING

- SEE DETAIL 7/L-6.0

QTY = 245 LF

6" HT. 30" CURB + GUTTER (STREETS)

- SEE CIVIL DRAWINGS

QTY = 1,816 LF

MOUNTABLE CURB (STREETS)

- SEE CIVIL DRAWINGS

QTY = 211 LF

ADA DETECTABLE WARNING PAVERS

(TRUNCATED DOME PAVERS)

- SEE DETAIL 11/L-6.0

QTY = 99 LF

AutoCAD SHX Text

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AutoCAD SHX Text Y

AutoCAD SHX Text H

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AutoCAD SHX Text Y

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S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

9.00' (T

YP.)

19.00' (T

YP.)

24" CURB + GUTTER

(TYP.) R1

8.00' (TYP.)

1.33' (TYP.)

12.00' DIA.

6.00'

9.64'

2.97'

4.75'

.3 5'

7' 6.

9.00'

13.07'

.08

12.00'

12.17'

150°'

7°

SAILOR COURSE

BANDING (TYP.)

SHINER COURSE

BANDING (TYP.)

R12.00'

10.27'

8.56'

2.43'

12.08'

2°

27.81'

9.53'

2.76'

9.00'

24.27'

8.97'

R15.00'

7.18'

11.92'

7.00'

150°'

10.80'

2' X 2' STONE

COLUMN (TYP.)

14.90'

24.00' (TYP.)

154°'

0°

60°'

0°

150°'

156°'

8.00' (TYP.)

PB PB

40.03'

33.48'

1°

137°'

115°'

101°'

158°'

9" PERMEABLE PAVER

BANDING (TYP.)

SHINER COURSE

BANDING (TYP.)

10.00'

8.18'

10.98'

10.34'

15.30'

5.84'

120°'

58.79'

9.00'

(TYP.)

8.00'

PB 6.00'

2.50' (TYP.)

7.37'8.00'

R15.33'

R12.33'

STAMPED ASPHALT CROSSWALK

W/ THERMOPLASTIC BANDING

R3.00'

45.95'

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

L- 3.

MTW

-0 2-

1.1 UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE

OWNER, LANDSCAPE ARCHITECT, OR THEIR REPRESENTATIVES.

PLEASE CALL BEFORE YOU DIG. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND

UTILITIES TO REMAIN.

1.2 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO

ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN

THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD

ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE

DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA

INVOLVING DISCREPANCIES. NOTIFICATION SHALL BE MADE IN THE

FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS

AND NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL

APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND

REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND

PERMITS REQUIRED FOR THE PERFORMANCE OF HIS WORK.

1.4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

ALL WORK IN A MANNER THAT PROTECTS COMPLETED WORK BY

OTHERS, SUCH AS CURBS, UTILITIES, STORM DRAINAGE, FENCES,

DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF

ALL DAMAGES IN KIND RESULTING FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE

PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT

THE LANDSCAPE ARCHITECT IMMEDIATELY.

1.6 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE

IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS

REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE DURING THE

GUARANTEE PERIOD.

1.0 GENERAL NOTES:

0'5' 5' 10' 20'

SCALE: 1" = 10'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE

OF PAVING OR FACE OF WALLS AND COLUMNS UNLESS OTHERWISE

INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM

INSIDE BRICK EDGE TO INSIDE BRICK EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO

CONSTRUCTION AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF

ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

4. ALL WALKS, HARDSCAPE, AND OTHER PAVED AREAS SHALL BE

STAKED USING DIGITAL FILES PROVIDED BY LANDSCAPE

ARCHITECT AND REVIEWED WITH LANDSCAPE ARCHITECT AND

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN

LAYOUT WITH LANDSCAPE ARCHITECT ON SITE PRIOR TO

INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND

PEDESTRIAN) TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS.

CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN

WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

M A

E (S

E E

S H

E E

T L-

MATCHLINE (SEE SHEET L-3.4)

PAVEMENT SCHEDULE:

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

PB = PROPOSED PLANT BEDS

STREETSCAPE PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 5,408 SF

COURTYARD PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 363 SF

COURTYARD PAVERS (HERRINGBONE PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 6,607 SF

CONCRETE SIDEWALK

- SEE DETAILS 1, 3, & 4/L-6.0

AREA = 12,912 SF

CROSSWALK

- SEE DETAIL 8/L-6.0

AREA = 2,401 SF

ADA DETECTABLE WARNING PATTERNS

(TRUNCATED DOME MATS)

- SEE DETAIL 10/L-6.0

QTY = 267 LF

FLUSH CURB

- SEE CIVIL DRAWINGS

QTY = 407 LF

4" HT. 24" CURB + GUTTER (PARKING)

- SEE CIVIL DRAWINGS

- SEE DETAIL 2/L-6.1

QTY = 347 LF

9" X 18" CURB

- SEE CIVIL DRAWINGS

QTY = 656 LF

BRICK COLUMN

- SEE DETAIL 4/L-6.2

QTY = 20

BRICK SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 185 FF

BRICK SEATWALL (28" WIDE WALL W/ 32" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 64 FF

BRICK CURVED SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 1 & 2/L-6.2

QTY = 715 FF

BRICK FREE STANDING WALL (12" WIDE WALL W/ CAP)

- SEE DETAIL 1 & 2/L-6.2

QTY = 422 FF

6" CONCRETE CURB (PEDESTRIAN)

- SEE DETAIL 1/L-6.1

QTY = 283 LF

BRICK PEDESTRIAN CURB

- SEE DETAIL 4/L-6.1

QTY = 44 LF

HEAVY-DUTY CONCRETE

- SEE DETAIL 2/L-6.0

AREA = 3,727 SF

STAMPED & DYED CONCRETE

- SEE DETAIL 12/L-6.0

AREA = 745 SF

6" RISER CONCRETE STEPS (STREETS)

- SEE DETAILS 8 & 9/L-6.1

QTY = 644 LF

BRICK BANDING

- SEE DETAIL 7/L-6.0

QTY = 245 LF

6" HT. 30" CURB + GUTTER (STREETS)

- SEE CIVIL DRAWINGS

QTY = 1,816 LF

MOUNTABLE CURB (STREETS)

- SEE CIVIL DRAWINGS

QTY = 211 LF

ADA DETECTABLE WARNING PAVERS

(TRUNCATED DOME PAVERS)

- SEE DETAIL 11/L-6.0

QTY = 99 LF

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EMEM

MOORE

COUNTY

HISTORIC

COURTHOUSE

R1 5.

7°

6.00'

(TYP.)

4.36'

10.26'

16.95'

8.00'

19.00' (TYP.)

R10.00'

R5.00'

6.00' (T

YP.)

6.00' 18.00'

8.00'

25.10'

2' X 2' STONE

COLUMN (TYP.)

19.06'

8.02'

150°'

120°'

150°'

131°'

0°

SAILOR COURSE

BONDING (TYP.)

134°'

148°' 136°'

5°

136°'

0°

150°'

8.00'

PB PB

SEAT WALL W/

DUMOR WOOD

CAP BENCH

STAMPED ASPHALT

CROSSWALK W/

THERMOPLASTIC BANDING

138°'

24" CURB + GUTTER

(TYP.)

9" PERMEABLE PAVER

BANDING (TYP.)

150°'

120°'

150°'

120°'

10.93'

30.76'7.87'

4.98'

8.00'

16.50'19.00'

17.00'

10.00'

27.00'

11.16'

4.64'14.43'

4.00'

13.00'

9.48'

15.25'

15.95'

17.73'

24.00'

6.17'

6.67'

5.25'

23.05'

5.00'

4.04'

18.41'

3.16'

10.73'

29.14'

9.93'

12.89'

13.22'

6.17'

6.50' 12.05'

8.00'

1.00'

12.27'

5.31'

5.08'

7.16'

16.62'

6.00'

10.00'

3.56'

12.79' 6.81'

4.36'

5.00'

6.00'

17.00'

24.00'

12.03' 14.98'

9.00'

3.09'

8.00' (TYP.)

7.00'

8.00'

9.00' (T

YP.)

8.00'

2.50' M

IN. (TYP.)

16.32'

5.55'

8.05' 2.93'

14.62'

3.00'

53.77'

1.33'

8.74'

9.00'

6.00'

63.39'

12.00'

6.00'

2.50' (TYP.)

7.59'

56.49'

2.00'

10.95'

3.03'

5.50'

10.00'

TYP.

15.86'

B Y:

, N

D, S

T, N

) 6

-8

W : w w w

.v 3c o.

co m

L- 3.

MTW

-0 2-

1.1 UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE

OWNER, LANDSCAPE ARCHITECT, OR THEIR REPRESENTATIVES.

PLEASE CALL BEFORE YOU DIG. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND

UTILITIES TO REMAIN.

1.2 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO

ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN

THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD

ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE

DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA

INVOLVING DISCREPANCIES. NOTIFICATION SHALL BE MADE IN THE

FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS

AND NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL

APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND

REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND

PERMITS REQUIRED FOR THE PERFORMANCE OF HIS WORK.

1.4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

ALL WORK IN A MANNER THAT PROTECTS COMPLETED WORK BY

OTHERS, SUCH AS CURBS, UTILITIES, STORM DRAINAGE, FENCES,

DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF

ALL DAMAGES IN KIND RESULTING FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE

PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL CONTACT

THE LANDSCAPE ARCHITECT IMMEDIATELY.

1.6 THE CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE

IMPROVEMENTS, INCLUDING SEEDING, FOR ONE FULL YEAR AS

REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE DURING THE

GUARANTEE PERIOD.

1.0 GENERAL NOTES:

0'5' 5' 10' 20'

SCALE: 1" = 10'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE

OF PAVING OR FACE OF WALLS AND COLUMNS UNLESS OTHERWISE

INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM

INSIDE BRICK EDGE TO INSIDE BRICK EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO

CONSTRUCTION AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF

ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

4. ALL WALKS, HARDSCAPE, AND OTHER PAVED AREAS SHALL BE

STAKED USING DIGITAL FILES PROVIDED BY LANDSCAPE

ARCHITECT AND REVIEWED WITH LANDSCAPE ARCHITECT AND

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN

LAYOUT WITH LANDSCAPE ARCHITECT ON SITE PRIOR TO

INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND PEDESTRIAN)

TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS.

CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN

WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

MATCHLINE (SEE SHEET L-3.3)

M A

E (S

E E

S H

E E

T L-

PAVEMENT SCHEDULE:

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

= EXISTING HARDWOOD TREE

= EXISTING SHRUB

= EXISTING IRRIGATION VALVE

= PROPOSED DUKE PARKING LIGHT

= EXISTING TREE/SHRUB SAVED

= EXISTING REPLACED DUKE LIGHT

- SEE DETAIL 11/L-6.4

= EXISTING LIGHT POLE

= EXISTING TREE CREDIT

- SEE DETAIL 11/L-6.4

= EXISTING BUILDING ENTRANCE

PB = PROPOSED PLANT BEDS

VEHICULAR PERVIOUS PAVERS

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 6/L-6.0

AREA = 6,279 SF

STREETSCAPE PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 5,408 SF

COURTYARD PAVERS (RUNNING BOND PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 363 SF

COURTYARD PAVERS (HERRINGBONE PATTERN)

- PINEHALL BRICK AUTUMN PAVERS

- SEE DETAIL 5/L-6.0

AREA = 6,607 SF

CONCRETE SIDEWALK

- SEE DETAILS 1, 3, & 4/L-6.0

AREA = 12,912 SF

CROSSWALK

- SEE DETAIL 8/L-6.0

AREA = 2,401 SF

ADA DETECTABLE WARNING PATTERNS

(TRUNCATED DOME MATS)

- SEE DETAIL 10/L-6.0

QTY = 267 LF

FLUSH CURB

- SEE CIVIL DRAWINGS

QTY = 407 LF

4" HT. 24" CURB + GUTTER (PARKING)

- SEE CIVIL DRAWINGS

- SEE DETAIL 2/L-6.1

QTY = 347 LF

9" X 18" CURB

- SEE CIVIL DRAWINGS

QTY = 656 LF

BRICK COLUMN

- SEE DETAIL 4/L-6.2

QTY = 20

BRICK SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 185 FF

BRICK SEATWALL (28" WIDE WALL W/ 32" CAP)

- SEE DETAILS 5 & 6/L-6.2

QTY = 64 FF

BRICK CURVED SEATWALL (16" WIDE WALL W/ 20" CAP)

- SEE DETAILS 1 & 2/L-6.2

QTY = 715 FF

BRICK FREE STANDING WALL (12" WIDE WALL W/ CAP)

- SEE DETAIL 1 & 2/L-6.2

QTY = 422 FF

6" CONCRETE CURB (PEDESTRIAN)

- SEE DETAIL 1/L-6.1

QTY = 283 LF

BRICK PEDESTRIAN CURB

- SEE DETAIL 4/L-6.1

QTY = 44 LF

HEAVY-DUTY CONCRETE

- SEE DETAIL 2/L-6.0

AREA = 3,727 SF

STAMPED & DYED CONCRETE

- SEE DETAIL 12/L-6.0

AREA = 745 SF

6" RISER CONCRETE STEPS (STREETS)

- SEE DETAILS 8 & 9/L-6.1

QTY = 644 LF

BRICK BANDING

- SEE DETAIL 7/L-6.0

QTY = 245 LF

6" HT. 30" CURB + GUTTER (STREETS)

- SEE CIVIL DRAWINGS

QTY = 1,816 LF

MOUNTABLE CURB (STREETS)

- SEE CIVIL DRAWINGS

QTY = 211 LF

ADA DETECTABLE WARNING PAVERS

(TRUNCATED DOME PAVERS)

- SEE DETAIL 11/L-6.0

QTY = 99 LF

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S T

MOORE

COUNTY

HISTORIC

COURTHOUSE

MCREYNOLDS ST(NC HWY 27)

L-6.1

L-6.0

L-6.1

L-6.4

L-6.1

L-6.0

L-6.0 6

L-6.0

L-6.4

L-6.2

L-6.0

L-6.2

L-6.0

L-6.2

L-6.0

L-6.2

L-6.4

L-6.0

L-6.2

L-6.0

L-6.2

L-6.0

L-6.1

L-6.0

L-6.1

L-6.0

L-6.1

L-6.0

L-6.1

L-6.0

L-6.2

L-6.4

L-6.0

L-6.1

L-6.0

L-6.1

L-6.3

B Y:

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D, S

T, N

) 6

-8

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.v 3c o.

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0'10' 10' 20' 40'

SCALE: 1" = 20'-0"

THE UTILITIES SHOWN HEREON ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY. THERE MAY

BE OTHER UTILITIES NOT DEPICTED ON THESE

PLANS. THE LANDSCAPE ARCHITECT AND

ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT

LIMITS. ALL DAMAGE MADE TO THE EXISTING

UTILITIES BY THE CONTRACTOR SHALL BE THE

SOLE RESPONSIBILITY BY THE CONTRACTOR.

CAUTION

REMAIN.

DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.

1.3 ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN ALL LICENSES AND PERMITS REQUIRED FOR THE

PERFORMANCE OF HIS WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF ALL DAMAGES IN KIND RESULTING

FROM HIS/HER FAILURE TO COMPLY.

1.5 THE CONTRACTOR IS TO VERIFY ALL QUANTITIES SHOWN ON THE PLAN. IF DISCREPANCIES OCCUR, THE CONTRACTOR

SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY.

DURING THE GUARANTEE PERIOD.

1.0 GENERAL NOTES:

L- 4.

MTW

-0 2-

LAYOUT NOTES:

1. ALL DIMENSIONS FOR BRICK AND CONCRETE WALKS ARE TO EDGE OF PAVING OR FACE OF WALLS AND

COLUMNS UNLESS OTHERWISE INDICATED. ALL DIMENSIONS FOR GRANITE FINES PATHS ARE FROM

INSIDE BRICK EDGE TO INSIDE BRICK EDGE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY

OWNER'S REPRESENTATIVE OF ANY CONFLICTS.

3. ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

4. ALL WALKS, HARDSCAPE, AND OTHER PAVED AREAS SHALL BE STAKED USING DIGITAL FILES PROVIDED BY LANDSCAPE ARCHITECT AND REVIEWED WITH LANDSCAPE ARCHITECT AND OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

5. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

7. OWNER AND CONTRACTOR TO COORDINATE FINAL BRICK PATTERN LAYOUT WITH LANDSCAPE

ARCHITECT ON SITE PRIOR TO INSTALLATION

PEDESTRIAN AND VEHICULAR PAVERS ORIENTATION / DIRECTION

- ORIENTATION OF PAVER PATTERNS (VEHICULAR AND PEDESTRIAN) TO BE ALIGNED AS IT IS SHOWN ON THE DRAWINGS. CONTRACTOR TO COORDINATE FINAL ORIENTATION OF PATTERN WITH LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION.

M A

E (S

E E

S H

E E

T L-

M A

E (S

E E

S H

E E

T L-

LEGEND

= PROPOSED WALL

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= PROJECT LIMITS OF DISTURBANCE

= EXISTING RIGHT-OF-WAY

= EXISTING SANITARY SEWER LINE

= EXISTING FENCE LINE

= EXISTING MANHOLE

= EXISTING WATER LINE

= EXISTING FIRE HYDRANT

= EXISTING STORM DRAIN PIPE

= EXISTING ELECTRICAL VAULT

= EXISTING PINE TREE

=…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 13, 2026.