NC 55 AND MCCRIMMON PARKWAY - Foundry Commercial · JULIE AUGUSTYN Senior Vice President (919) 576 2694 [email protected] JAMES MATTOX ... TRAFFIC COUNTS NC 55

NC 55 AND MCCRIMMON PARKWAYCARY, NORTH CAROLINA

FOR LEASE OR BUILD-TO-SUIT

3.96 AC

CARY PARK TOWN CENTER

ALSTON TOWN CENTER

BETHANY VILLAGE

MCCRIMMON CORNERS

VILLAGE SQUARE AT AMBERLY

PARKSIDE TOWN COMMONS

RESEARCH TRIANGLE PARK

54

540

55

55

55

540

SITEPANTHER CREEK HIGH SCHOOL2,900 STUDENTS

CAMERON POND

INDIAN WELLS

ALSTON VILLAGE

UNCHEALTHCARE

ALSTON TOWN CENTER PHASE II

BRICKYARD

PANTHER CREEK

GRE

EN L

EVEL

CHU

ARC

H R

OA

D

MCCRIMMON PARKWAY

246 TOWNHOMES & 141 SINGLE FAMILY HOMES

300 NEW HOMES190 TOWNHOMES & 17 DETACHED HOMES

70 LOTS

26,000 VPD

39,000 VPD

O’KELLY CHAPEL ROAD

PLANNED

DAVIS DRIV

E

540

540

495

495

540

540

440

440

540

40

40

40

40

40

85 85

86

86

54

55

55

98 98

98

98

96

96

96

50

54751

751147

751

70

6464

1

70

70

70

401

401

401

401

401

401

70

70

501

15

1

1

1

1

75 55

50

50

ORANGECOUNTY

CHATHAMCOUNTY

WAKECOUNTY

WAKECOUNTY

JOHNSTONCOUNTY

NASHCOUNTY

FRANKLINCOUNTY

GRANVILLECOUNTY

DURHAMCOUNTY

FallsLake

JordanLake

RDUAirport

Carrboro

Pittsboro

Holly Springs

Apex

Morrisville

Garner

Clayton

Knightdale

Wendell

Zebulon

Rolesville

WakeForest

Bunn

Youngsville

FranklintonCreedmoor

Hillsborough

CHAPELHILL

Cary

RALEIGH

DURHAM

ResearchTriangle Park

Although the information contained herein was provided by sources believed to be reliable, Foundry Commercial makes no representation, expressed or implied, as to its accuracy and said information is subject to errors, omissions or changes.

NC 55 AND MCCRIMMON PARKWAYFOR LEASE OR BUILD-TO-SUIT

JULIE AUGUSTYNSenior Vice President(919) 576 [email protected]

JAMES MATTOXManaging Director(919) 576 [email protected]

ROSS DIACHENKOSenior Associate(919) 576 [email protected]

TY THOMASManaging Director(919) 576 [email protected]

TEXT FOR INFORMATION: (919) 480 1846

2301 Sugar Bush Road, Suite 220Raleigh, NC 27612

foundrycommercial.com

PROPERTY FEATURES

• 3.96 acre site in West Cary, NC

• Potential for retail, medical, or office space

• Adjacent to RTP, home to over 140

companies employing more than 46,000

• Neighboring Panther Creek High School has

2,900 students

• Excellent visibility

• Strong residential growth in affluent West

Cary

DEMOGRAPHICS 1 MILE 3 MILES 5 MILES 7 MILES

2018 EST. POPULATION 4,705 64,518 122,729 225,077

2023 PROJ. POPULATION 5,230 71,974 137,534 151,186

AVERAGE HH INCOME $141,626 $134,432 $136,818 $121,881

TRAFFIC COUNTS

NC 55 26,000 VPD

I-540 39,000 VPD

SITE

AREA RETAILERS










LOCATION

40

26,000 VPD

540

ALSTON TOWN CENTER

BRICKYARD246 TOWNHOMES & 141 SINGLE FAMILY HOMES

55

PANTHER CREEK HIGH SCHOOL

UNC HEALTHCARE

ALSTON TOWN CENTER PHASE II

MCCRIMMON PARKWAY

HIGH

CROFT D

RIVE

MAHAL AVENUE

2,900 STUDENTS










LOCATION

26,000 VPD

ALSTON TOWN CENTER

55

MCCRIMMON PARKWAY

NOT FOR CONSTRUCTION

1

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1" = 2

0'

30'

60'

SCALE IN FEET

15'

30'

SCALE: 1 IN = 30 FT

SCALE IN FEET

HORIZONTAL0

DATE: FIL

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REVISI

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24 x

36

PRELIMINARY

DO NOT USE FOR

CONSTRUCTION

SITE NOTES:

1.ALL CONSTRUCTION SHALL BE PER TOWN OF CARY STANDARDS AND SPECIFICATIONS.

2.ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.

3.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.

4.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE

CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN

WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT

DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.

5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. W

HEN FIELD

CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED

PROPERTY OWNERS

6.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.

7.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF BUILDING, OR PROPERTY LINE

UNLESS SHOWN OTHERWISE.

8.TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS.

9.ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.

10.MAX. SIDEWALK CROSS-SLOPE IS 2%.

PLANNER

DATE

WHITE PAINT

DIRECTIONAL

ARROW

9'

9'

9'

9'

TRANSITION TO 30"

CURB AND GUTTER

H/C SIGN

(VAN ACCESS)

(TYP.)

H/D ASPHALT

PAVEMENT

4' FOUND.

PLANTING

STRIP

MINIMUM BUILDING SETBACK LINEHANDICAP PARK

CONC. CURB & GUTTER

SITE LEGEND

WHEELSTOP

DRIVE ISLE, HEAVY-DUTY

PAVEMENT

CONCRETE SIDEWALK

BUILDING

WHEELCHAIR RAMP

SPILL LIPSIGNAGE

TRAVEL DIRECTIONAL ARROWS3 PARKS @ 9'

5' CONC.

SIDEWALK

H/D CONCRETE

PAVEMENT

DOUBLE

BIKE RACK

INSTALL CURB FLUSH WITH

SIDEWALK ALONG ENTIRE

BLDG. FRONTAGE (TYP. ALL

BLDGS.)

DUMPSTER PAD

ENCLOSURE TO MATCH

BUILDING MATERIALS

STORMWATER

BMP

6' CONC.

SIDEWALK

TAZ ENTRY FEATURE

19'

19'

19'

24'

24'

24'

19'

24'

24'

19'

24'

12'

13'

10'

9'

RIGHT IN ONLY

RETAINING WALL, SEE

NOTES THIS SHEET.

PROPOSED 20' TOC UTILITY

EASEMENT (REF. HILLSTONE

AT ALSTON TOWN CENTER)

30' STREETSCAPE

BUFFER/ BUILD-TO LINE

WIDEN EXIST. MCCRIMMON PKWY

TO INCLUDE 14' OUTSIDE TRAVEL

LANE, 5' GRASS STRIP, AND 5'

SIDEWALK. HALF OF FUTURE

MEDIAN TO BE ACCOMMODATED

VIA FEE IN LIEU. EXISTING

ROW=100' WHICH MEETS

PROPOSED FINAL ROADWAY

SECTION.

5' CONC.

SIDEWALK

17-DP-0777

APPROVED BY THE TOWN OF CARY

DEVELOPMENT REVIEW COMMITTEE

RETAINING WALL NOTES:

1.THE EXTERIOR SURFACE OF THE WALL SHOULD CONSIST OF DECORATIVE MATERIAL SUCH AS STONE

OR BRICK. WHERE PUBLIC VISIBILITY IS LIMITED, SPLIT-FACE BLOCK OR OTHER MODULAR DESIGN MAY

BE USED. POURED-IN-PLACE CONCRETE WALLS SHALL NOT BE USED FOR STORMWATER DEVICE EDGES.

2.THE STORMWATER DEVICE SHALL BE LOCATED AND DESIGNED SUCH THAT IT IS ACCESSIBLE TO THE

PUBLIC AND INTENDED TO SERVE AS AN AESTHETIC AMENITY TO THE SITE. THE DEVICE SHALL BE

INCORPORATED INTO OR LOCATED IN IMMEDIATE PROXIMITY TO PEDESTRIAN PLAZAS OR OTHER

ACTIVE AREAS OF THE SITE.

3.THE DESIGN OF THE WALL SHALL BE TIERED IN ORDER TO ACCOMMODATE THE PLANTINGS INSTALLED

TO SOFTEN THE MASS OF THE UPPER HALF OF THE WALL HEIGHT. WALL TIERS SHALL NOT EXCEED

APPROXIMATELY SIX (6) FEET IN HEIGHT AND THREE (3) FEET IN DEPTH. DRAPING PLANT MATERIAL

PLANTED AT THE TOP OF THE WALL MAY BE ACCEPTABLE IN CIRCUMSTANCES IN WHICH THE WALL

HEIGHT IS LIMITED AND A TIERED STRUCTURE IS NOT APPROPRIATE.

24" SOLID WHITE

STOP BAR

STOP SIGN/ RIGHT

TURN ONLY SIGN

25'

24'

16'

16'

RIGHT IN/ RIGHT OUT ONLY

STOP SIGN

24" SOLID WHITE

STOP BAR

"DO NOT ENTER"

SIGNS

YIELD SIGN

"WRONG WAY"

SIGNS

18'

R30' BOC

5' CONC.

SIDEWALK

4 PARKS @ 9'

2 H/C PARKS @9'

4 PAR

KS @

9'

10 PARKS @ 9'

2 H/C PARKS @9'

6 PAR

KS @

9'

2 H/C PA

RKS @

9'

19'5 P

ARKS

@ 9'

10 PA

RKS @

9'10

PARKS

@ 9'

6 PAR

KS @

9'6 P

ARKS

@ 9'

5 PARKS @ 9'

13 PARKS @ 9'19'

15 PARKS @ 9'

19'

15 PARKS @ 9'15 PARKS @ 9'

BIKE

RACK

INSTALL NEW CURB & GUTTER

ON NC 55 ALONG PROPERTY

FRONTAGE WITH 5' GRASS

STRIP AND 5' SIDEWALK.

LAYOUT IS CONSISTENT WITH

KIMLEY-HORN NC 55 PLANS.

SEE ADJACENT DEVELOPMENT

FOR CONTINUATION OF NC 55

WIDENING.

4' SOLID WHITE

EDGE LINE

15' STREET

TYPE

BUFFER

CONNECT TO PROPOSED

STUB FROM ADJACENT

PROPERTY (REF. HILLSTONE

AT ALSTON TOWN CENTER)

100' STORAGE RIGHT TURN

LANE WITH 100' TAPER

REVISION NOTE:

DUE TO THE EXTENT OF LAYOUT CHANGES,

INDIVIDUAL ITEMS WERE NOT CLOUDED

14'

YIELD PVMT.

MARKINGS

5' CONC.

SIDEWALK

ADDITIONAL

COORDINATION

REQUIRED DURING CD

PHASE TO ENSURE

PROPER PLACEMENT

OF CURB, SW, RAMPS,

& SIGNAL EQUIPMENT

BASED ON RECENT NCDEQ STREAM

DETERMINATION, THIS DRAW IS NOT BUFFERED.

STREAM IMPACTS DO NOT REQUIRE PERMITTING.

20'

24'

15'

24'

9'

R33'

14'

6' 11'

7'

10'

14' 9'

NOTE MINIMUM ADDITIONAL SETBACK

FROM 30' STREETSCAPE BUFFER: 10' TO

BUILDING, 5' TO SIDEWALK (TYP. ALONG

BOTH FRONTAGES)

HIG

HCR

OFT

DRI

VE

UNC HEALTHCARE










SITE PLAN

NOT FOR CONSTRUCTION1

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1" =

20'

30' 60'

SCALE IN FEET

15'30'SCALE: 1 IN = 30 FT

SCALE IN FEETHORIZONTAL

0

DATE

:FI

LE N

O.HO

RZ. S

CALE

:OR

IG. S

HEET

SIZ

E:

REVI

SION

S

Curry

CURRY E

NGI N

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N O R TH

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Z:\P

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PLAN

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PLAN

.DW

GPL

OTTE

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2/201

8 3:30

PM

ENG

INEE

RIN

G

SEAL

24 x

36

PRELIMINARYDO NOT USE FORCONSTRUCTION

SITE NOTES:

1. ALL CONSTRUCTION SHALL BE PER TOWN OF CARY STANDARDS AND SPECIFICATIONS.2. ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB UNLESS OTHERWISE NOTED.3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.4. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE

CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED INWRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACTDOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.

5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELDCONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTEDPROPERTY OWNERS

6. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.7. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF BUILDING, OR PROPERTY LINE

UNLESS SHOWN OTHERWISE.8. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS.9. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.10. MAX. SIDEWALK CROSS-SLOPE IS 2%.

PLANNER DATE

WHITE PAINTDIRECTIONALARROW

9'

9'

9'

9'

TRANSITION TO 30"CURB AND GUTTER

H/C SIGN(VAN ACCESS)(TYP.)

H/D ASPHALTPAVEMENT

4' FOUND.PLANTING

STRIP

MINIMUM BUILDING SETBACK LINE

HANDICAP PARK

CONC. CURB & GUTTER

SITE LEGEND

WHEELSTOP

DRIVE ISLE, HEAVY-DUTYPAVEMENT

CONCRETE SIDEWALK

BUILDING

WHEELCHAIR RAMP

SPILL LIP

SIGNAGE

TRAVEL DIRECTIONAL ARROWS

3 PARKS @ 9'

5' CONC.SIDEWALK

H/D CONCRETEPAVEMENT

DOUBLEBIKE RACK

INSTALL CURB FLUSH WITHSIDEWALK ALONG ENTIREBLDG. FRONTAGE (TYP. ALLBLDGS.)

DUMPSTER PADENCLOSURE TO MATCHBUILDING MATERIALS

STORMWATERBMP

6' CONC.SIDEWALK

TAZ ENTRY FEATURE

19'

19'19'24' 24'

24'

19'

24'

24'

19'

24'

12'

13'

10'

9'

RIGHT IN ONLY

RETAINING WALL, SEENOTES THIS SHEET.

PROPOSED 20' TOC UTILITYEASEMENT (REF. HILLSTONEAT ALSTON TOWN CENTER)

30' STREETSCAPEBUFFER/ BUILD-TO LINE

WIDEN EXIST. MCCRIMMON PKWYTO INCLUDE 14' OUTSIDE TRAVELLANE, 5' GRASS STRIP, AND 5'SIDEWALK. HALF OF FUTUREMEDIAN TO BE ACCOMMODATEDVIA FEE IN LIEU. EXISTINGROW=100' WHICH MEETSPROPOSED FINAL ROADWAYSECTION.

5' CONC.SIDEWALK

17-DP-0777APPROVED BY THE TOWN OF CARY

DEVELOPMENT REVIEW COMMITTEE

RETAINING WALL NOTES:

1. THE EXTERIOR SURFACE OF THE WALL SHOULD CONSIST OF DECORATIVE MATERIAL SUCH AS STONEOR BRICK. WHERE PUBLIC VISIBILITY IS LIMITED, SPLIT-FACE BLOCK OR OTHER MODULAR DESIGN MAYBE USED. POURED-IN-PLACE CONCRETE WALLS SHALL NOT BE USED FOR STORMWATER DEVICE EDGES.

2. THE STORMWATER DEVICE SHALL BE LOCATED AND DESIGNED SUCH THAT IT IS ACCESSIBLE TO THEPUBLIC AND INTENDED TO SERVE AS AN AESTHETIC AMENITY TO THE SITE. THE DEVICE SHALL BEINCORPORATED INTO OR LOCATED IN IMMEDIATE PROXIMITY TO PEDESTRIAN PLAZAS OR OTHERACTIVE AREAS OF THE SITE.

3. THE DESIGN OF THE WALL SHALL BE TIERED IN ORDER TO ACCOMMODATE THE PLANTINGS INSTALLEDTO SOFTEN THE MASS OF THE UPPER HALF OF THE WALL HEIGHT. WALL TIERS SHALL NOT EXCEEDAPPROXIMATELY SIX (6) FEET IN HEIGHT AND THREE (3) FEET IN DEPTH. DRAPING PLANT MATERIALPLANTED AT THE TOP OF THE WALL MAY BE ACCEPTABLE IN CIRCUMSTANCES IN WHICH THE WALLHEIGHT IS LIMITED AND A TIERED STRUCTURE IS NOT APPROPRIATE.

24" SOLID WHITESTOP BAR

STOP SIGN/ RIGHTTURN ONLY SIGN

25'

24'

16'16'

RIGHT IN/ RIGHT OUT ONLY

STOP SIGN24" SOLID WHITESTOP BAR

"DO NOT ENTER"SIGNS

YIELD SIGN

"WRONG WAY"SIGNS

18'

R30' BOC

5' CONC.SIDEWALK

4 PARKS @ 9'2 H/C PARKS @9'

4 PARKS @ 9'

10 PARKS @ 9'2 H/C PARKS @9'

6 PAR

KS @

9'2 H

/C P

ARKS

@9'

19'

5 PAR

KS @

9'

10 P

ARKS

@ 9'

10 P

ARKS

@ 9'

6 PAR

KS @

9'

6 PAR

KS @

9'

5 PARKS @ 9'

13 PARKS @ 9'

19' 15 PARKS @ 9'

19'

15 PARKS @ 9'

15 PARKS @ 9'

BIKERACK

INSTALL NEW CURB & GUTTERON NC 55 ALONG PROPERTYFRONTAGE WITH 5' GRASSSTRIP AND 5' SIDEWALK.LAYOUT IS CONSISTENT WITHKIMLEY-HORN NC 55 PLANS.

SEE ADJACENT DEVELOPMENTFOR CONTINUATION OF NC 55WIDENING.

4' SOLID WHITEEDGE LINE

15' STREETTYPE

BUFFER

CONNECT TO PROPOSEDSTUB FROM ADJACENTPROPERTY (REF. HILLSTONEAT ALSTON TOWN CENTER)

100' STORAGE RIGHT TURNLANE WITH 100' TAPER

REVISION NOTE:DUE TO THE EXTENT OF LAYOUT CHANGES,INDIVIDUAL ITEMS WERE NOT CLOUDED

14'

YIELD PVMT.MARKINGS

5' CONC.SIDEWALK

ADDITIONALCOORDINATIONREQUIRED DURING CDPHASE TO ENSUREPROPER PLACEMENTOF CURB, SW, RAMPS,& SIGNAL EQUIPMENT

BASED ON RECENT NCDEQ STREAMDETERMINATION, THIS DRAW IS NOT BUFFERED.STREAM IMPACTS DO NOT REQUIRE PERMITTING.

20'

24'15'

24'

9'

R33'

14'

6'11'

7' 10'

14'9'

NOTE MINIMUM ADDITIONAL SETBACKFROM 30' STREETSCAPE BUFFER: 10' TOBUILDING, 5' TO SIDEWALK (TYP. ALONG

BOTH FRONTAGES)

Documents

NC 55 AND MCCRIMMON PARKWAY - Foundry Commercial · JULIE AUGUSTYN Senior Vice President (919) 576 2694 [email protected] JAMES MATTOX ... TRAFFIC COUNTS NC 55