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
NC 55 AND MCCRIMMON PARKWAYFOR LEASE OR BUILD-TO-SUIT
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.
2301 Sugar Bush Road, Suite 220Raleigh, NC 27612
foundrycommercial.com
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
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
NC 55 AND MCCRIMMON PARKWAYFOR LEASE OR BUILD-TO-SUIT
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.
2301 Sugar Bush Road, Suite 220Raleigh, NC 27612
foundrycommercial.com
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
LOCATION
26,000 VPD
ALSTON TOWN CENTER
55
MCCRIMMON PARKWAY
NOT FOR CONSTRUCTION
1
01 / 2
016
2014
-059
5/03/2
017
2
8/02/2
017
3
02/02
/2018
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|
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||
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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
E NO.
HORZ. SC
ALE:
ORIG. S
HEET S
IZE:
REVISI
ONS
CurryCURRY ENG
INE
ERS
NO
RT
H C
AROLINA
EST.
10
NC LIC. N
O. P-0
799
Z:\PR
OJECTS
FOLD
ER-ZE
BULO
N\2014
\2014
-059 P
HD - MCCRIM
MON PKWY -
CARY,
NC\PLAN
S - SK
ETCH PL
AN SU
BMITT
AL\SH
EET F
ILES\C
-03 SI
TE PL
AN.DWG
PLOTT
ED: 2
/2/20
18 3:
30 PM
ENGINEERIN
G
SEAL
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
NC 55 AND MCCRIMMON PARKWAYFOR LEASE OR BUILD-TO-SUIT
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.
2301 Sugar Bush Road, Suite 220Raleigh, NC 27612
foundrycommercial.com
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
SITE PLAN
NOT FOR CONSTRUCTION1
01 / 2
016
2014
-059
5/03/2
017
28/0
2/201
73
02/02
/2018
|
||
|
|
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|
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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
E ER S
N O R TH
CA
RO
L
INA
EST.
10
NC L
IC. N
O. P
-079
9
Z:\P
ROJE
CTS
FOLD
ER-Z
EBUL
ON\20
14\20
14-0
59 P
HD -
MCCR
IMMO
N PK
WY
- CAR
Y, N
C\PL
ANS
- SKE
TCH
PLAN
SUB
MITT
AL\S
HEET
FILE
S\C-
03 S
ITE
PLAN
.DW
GPL
OTTE
D: 2/
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)