11004 CHAPEL HILL ROAD - Foundry Commercial · 2019. 3. 21. · 540 new wake tech campus (under...

540

NEWWAKE TECH

CAMPUS(UNDER CONSTRUCTION)

PROVIDENCE PLACE

CHAPEL HILL ROAD

SOUTH MIAMI BOULEVARD

LICHTIN BOULEVARD

CARRINGTON M

ILL B

OUL

EVAR

D

PARAMOUNT PARKWAY

45,000 VPD

18,000 VPD

10,0

00 V

PD

PROPOSED MARRIOTT

TOWNE PLACE SUITES

PROPOSED RETAIL AND

RESTAURANTS

ESS37

PROP. 5' R/W

TO BE DEDICATED

PROPOSED

4 STORY BUILDING

112 ROOMS

(SEE ARCHITECTURAL PLANS

FOR DETAILS)

N/F

PUNIT & PUJA SARNA

D.B. 16507, PG. 2675

LOT 1 PERIMETER PARK

B.M. 2010, PG. 911

ZONED: RAC

USE: SCHOOL N/F

LTM CHILD CARE SERVICES, INC

D.B. 15490, PG. 1881


B.M. 2013, PG. 1132

ZONED: RAC

USE: DAY CARE

N/F

CAROLINA PERIMETER

DEVELOPERS, LLC

D.B. 13640, PG. 1917

TRACT 4

CARRINGTON VILLAGE

B.M. 2016, PG. 683

ZONED: RAC

USE: VACANT

N/F

GRE CARRINGTON, LLC

D.B. 16817, PG. 213


B.M. 2007, PG. 2274

ZONED: RAC

USE: APARTMENTS

N/F

LFTE USA, INC

D.B. 13661, PG. 288


B.M. 2009, PG. 608

ZONED: RAC

USE: VACANT

CARRINGTON PARK

APARTMENTS

N/F

GRE CARRINGTON, LLC

D.B. 16817, PG. 213


B.M. 2007, PG. 2274

ZONED: RAC

USE: APARTMENTS

KIDDIE

ACADEMYTHE CHEFS

ACADEMY

N/F

PUNIT & PUJA SARNA

D.B. 16507, PG. 2675


B.M. 2010, PG. 911

ZONED: RAC

USE: SCHOOL

N/F

CAROLINA PERIMETER

DEVELOPERS, LLC

D.B. 13640, PG. 1917

TRACT 3

CARRINGTON VILLAGE

B.M. 2016, PG. 683

ZONED: RAC

USE: VACANT

N/F

PNC BANK, NA

D.B. 16411, PG. 1091

TRACT 2

CARRINGTON VILLAGE

B.M. 2016, PG. 683

ZONED: RAC

USE: VACANT

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALK

PROP. 6'

CONCRETE

SIDEWALK

PROP.

LOADING

AREA (373 SF)

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALK

PROP. 5'

CONCRETE

SIDEWALKPROP. 5'

CONCRETE

SIDEWALK

PROP. 24"

C&G (TYP)

PROP. 24"

C&G (TYP)

PROP. 24"

C&G (TYP)

5'R

5'R

10'R

15'R

10'R

10'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R5'R

5'R

20'R

18'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

15'R

5'R

5'R5'R

5'R

5'R

5'R

5'R

PRO

P. 28' B-B

PRIVATE D

RIVE

2" S9.5B

2.5" I19.0B

8" CABC

10'R

PROP. 5'

CONCRETE

SIDEWALK

PROP. 30"

C&G (TYP)

25'R

25'R

20'R

40'RPROP. 30"

C&G (TYP)

PROP. 30"

C&G (TYP)

PROP. 30"

C&G (TYP)

PROP. 18"

C&G (TYP)

10.5'R

PROP. STOP BAR

& STOP SIGN3" S9.5B

4" I19.0B

10" CABC

PROP. 18"

C&G (TYP)

2.5'RPROP. MEDIAN

EXTENSION

EX. MEDIAN

CURB TO BE

REMOVEDTIE TO

EX. CURB

TIE TO

EX. CURB

PROP. LEFT

TURN ARROW

PROP. 4" WHITE

LANE STRIPE

EXTENSION

PROP. 4" 4,500 PSI CONCRETE

REINFORCED W/ #4 REBAR

12" O.C. EACH WAY OM 4" CABC

PROP DUMPSTERS.

ENCLOSURE TO MATCH

BUILDING IN AMTERIAL

& COLOR.

PROP. STOP BAR

& STOP SIGN

PROP. 8' STRIPED

CROSSWALK

PROP. STOP BAR

& STOP SIGN

PROP. 6' STRIPED

CROSSWALK

PROP.

STOP BAR

TIE TO

EX. CURB

TIE TO

EX. CURB

PROP. STOP

BAR & SIGN(TYP)

PROP. STOP

BAR & SIGN

(TYP)

PROP. STOP

BAR & SIGN

(TYP)

PROP. STOP

BAR & SIGN(TYP)

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PROP. RETAINING WALL WITH RAIL

TPA #2

1,380sf

TPA #3

2,595sf

TPA #1

1,797sf

PROP. 10'x70' NCDOT

SIGHT TRIANGLE

PROP. TRANS

CONC. PAD

PROP.CONCRETE

ISLAND

PROP. 2-4'x4' CONC.

CONDENSER PADS

PROP. 4' CONC.

WALK

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SSSS

PROP. CONC.

WHEEL STOPS

(TYP)

PROP. BIKE

RACK

PROP. 10'x70' NCDOT

SIGHT TRIANGLE

DIRECTIONAL

SIGN

HCSIGN

HCSIGN HC

SIGNHCSIGN HC

SIGN

PROP

. 10'x

70' N

CDOT

SIGH

T TR

IANG

LE

PROP. 10'x

70' N

CDOT

SIGHT T

RIANGLE

3" S9.5B

4" I19.0B

10" CABC

2" S9.5B

2.5" I19.0B

8" CABC

Site Plan

1" = 40'

CS - 3

December 15, 2017

OWNER/DEVELOPER:

Carolina Perimeter Hospitality, LLC

200 Pinner Weald Way St 202

CARY, NC 27513

TEL:919.434.5135

FAX:919.462.6900

C-0329

1150 SE MAYNARD ROAD

SUITE 260

CARY, NC 27511

Ph:919-467-9708 Fx:919-460-7585

FED ID# 56-1275589

SITE DATA

Town of Morrisville

APPROVED FOR CONSTRUCTION

Signature:

Date:

Town of Morrisville, Town Engineer

Date/Initials

Engineering:

Planning:

Other (specify):

Signature:

Date:

Town of Cary Utilities, Water and Sewer

Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours prior to

the commencement of any construction activities.

Town of Morrisville Project #???????????

= PROPOSED HC RAMP PER

ADA AND TOWN SPECS

EXISTING IMPERVIOUS AREA

PROP IMPERVIOUS AREA

TOTAL IMPERVIOUS AREA 1.717 Ac. (62.58%)

Note:The proposed traffic circulation, parking areas,

pedestrian routes will be marked, delineated, and

signed to meet the latest MUTCD Standards and

Specifications.

Pavement Note:

All travel aisles and private drive to be 2" S9.5B, 2.5"

I190.B, & 8" CABC. All parking spaces to be 2" S9.5B,

2.5" I19.0B, & 6" CABC.

TownePlace Suites

Morrisville

= 6' STAMPED CONCRETE

CROSSWALK (TYP)

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE

POLICIES.

2. ALL UTILITY CONSTRUCTION IS PER TOWN OF CARY STANDARDS AND

SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING

UTILITIES.

4. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.

5. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.

6. NO WETLANDS LOCATED ON THIS SITE.

7. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE

CONTRACTOR UPON THEIR REQUEST.

8. ASBUILT AND TOPOGRAPHIC INFORMATION PROVIDED BY ROBINSON & PLANTE,

PC LAND SURVEYING.

9. THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST

MANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL.

10. NO TOPSOIL/SUBSOIL STOCKPILE AREA WILL BE REQUIRED.

11. ALL FIRE LANES TO BE INSTALLED PER TOWN OF CARY STANDARD 3050-D

(THERMOPLASTIC PAINT REQUIRED)

12. ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL ADHERE TO THE

RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.



11004 CHAPEL HILL ROAD MORRISVILLE, NC

PRE-LEASING SHOPS

±2,500 SF

54

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

1

70

70

70

64 264

64

64

264 264

401

401

401

401

401

401

70

70

501

15

1

64

64

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

SITE

PROPERTY FEATURES

• Located at hard corner to front entrance of

Perimeter Park, home to 3 million SF of office

and industrial space

• Traffic signalized intersection

• Just north of Wake Tech’s new RTP campus,

eventually serving 7,000 students in

10 buildings; classes beginning Summer

2018

• Just south of 540

• Prime retail and restaurant space available

• New Marriott Towne Place Suites proposed

just behind site

DEMOGRAPHICS 1 MILE 3 MILES 5 MILES

2017 EST. POPULATION 5,396 31,692 116,601

2022 PROJ. POPULATION 6,077 35,993 130,497

GROWTH % 2017-2022 2.5% 2.7% 2.4%

AVERAGE HH INCOME $74,273 $100,273 $116,248

TRAFFIC COUNTS

CHAPEL HILL ROAD (NC 54) 18,000 VPD

WESTERN WAKE FREEWAY (540) 45,000 VPD

CARRINGTON MILL BOULEVARD 10,000 VPD

11004 CHAPEL HILL ROAD RETAIL LAND AND SHOPS FOR LEASE

For more information, please contact:

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

JAMES MATTOXManaging Director(919) 576 [email protected]

LOCATION

45,00

0 VPD

18,000 VPD

540

CHAPEL HILL ROAD

MCCRIMMON PARKWAY

RALEIGH-DURHAM

INTERNATIONAL AIRPORT10,0

00 V

PD

AIR

PORT

BO

ULEV

ARD

CARR

INGTO

N MILL

BOULE

VARD

PARAMOUNT PARKWAY

NEWWAKE TECH

CAMPUS(UNDER CONSTRUCTION)

PROPOSED MARRIOTT

TOWNE PLACE SUITES

LICHTIN BOULEVARD

CARRINGTON M

ILL B

OUL

EVA

RD

PERIMETER PARK 3 MILLION SF

MASTER-PLANNED OFFICE AND INDUSTRIAL DEVELOPMENT

FUTURE MCCRIMMON PARKWAY EXTENSION

PROPOSED RETAIL AND

RESTAURANTS







CONCEPT PLAN

CHAPEL HILL ROAD

LICHTIN BOULEVARD

CARRINGTON M

ILL BO

ULEV

ARD

18,000 VPD

10,0

00 V

PD

ESS37

PROP. 5' R/WTO BE DEDICATED

PROPOSED4 STORY BUILDING

112 ROOMS(SEE ARCHITECTURAL PLANS

FOR DETAILS)

N/FPUNIT & PUJA SARNAD.B. 16507, PG. 2675

LOT 1 PERIMETER PARKB.M. 2010, PG. 911

ZONED: RACUSE: SCHOOL

N/FLTM CHILD CARE SERVICES, INC

D.B. 15490, PG. 1881LOT 9 PERIMETER PARK

B.M. 2013, PG. 1132ZONED: RAC

USE: DAY CARE

N/FCAROLINA PERIMETER

DEVELOPERS, LLC D.B. 13640, PG. 1917

TRACT 4 CARRINGTON VILLAGE

B.M. 2016, PG. 683ZONED: RACUSE: VACANT

N/FGRE CARRINGTON, LLC



USE: APARTMENTS

N/FLFTE USA, INC



CARRINGTON PARKAPARTMENTS




USE: APARTMENTS

KIDDIEACADEMY

THE CHEFSACADEMY


LOT 1 PERIMETER PARKB.M. 2010, PG. 911

ZONED: RACUSE: SCHOOL





N/FPNC BANK, NA

D.B. 16411, PG. 1091TRACT 2

CARRINGTON VILLAGEB.M. 2016, PG. 683

ZONED: RACUSE: VACANT

PROP. 5'CONCRETESIDEWALK



PROP.LOADINGAREA (373 SF)








PROP. 24"C&G (TYP)

PROP. 24"C&G (TYP)

PROP. 24"C&G (TYP)

5'R

5'R

10'R

15'R

10'R

10'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

20'R

18'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

15'R

5'R

5'R5'R

5'R5'R

5'R

5'R

PRO

P. 28' B-BPR

IVATE DR

IVE

2" S9.5B2.5" I19.0B

8" CABC

10'R


PROP. 30"C&G (TYP)

25'R

25'R

20'R

40'R

PROP. 30"C&G (TYP)

PROP. 30"C&G (TYP)

PROP. 30"C&G (TYP)

PROP. 18"C&G (TYP)

10.5'R

PROP. STOP BAR& STOP SIGN

3" S9.5B4" I19.0B

10" CABC

PROP. 18"C&G (TYP)

2.5'R

PROP. MEDIANEXTENSION

EX. MEDIANCURB TO BEREMOVED

TIE TOEX. CURB

TIE TOEX. CURB

PROP. LEFTTURN ARROW

PROP. 4" WHITELANE STRIPEEXTENSION

PROP. 4" 4,500 PSI CONCRETEREINFORCED W/ #4 REBAR


PROP DUMPSTERS.ENCLOSURE TO MATCHBUILDING IN AMTERIAL

& COLOR.


PROP. 8' STRIPEDCROSSWALK



PROP.STOP BAR

TIE TOEX. CURB

TIE TOEX. CURB

PROP. STOPBAR & SIGN

(TYP)

PROP. STOPBAR & SIGN(TYP)


PROP. STOPBAR & SIGN

(TYP)

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

WW

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W


TPA #21,380sf

TPA #32,595sf

TPA #11,797sf

PROP. 10'x70' NCDOTSIGHT TRIANGLE

PROP. TRANSCONC. PAD

PROP.CONCRETEISLAND

PROP. 2-4'x4' CONC.CONDENSER PADS

PROP. 4' CONC.WALK

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

SS

SS

PROP. CONC.WHEEL STOPS(TYP)

PROP. BIKERACK


DIRECTIONALSIGN

HCSIGN

HCSIGN

HCSIGN

HCSIGN

HCSIGN

PROP. 10'x

70' N

CDOT

SIGHT T

RIANGLE

PROP. 10'x7

0' NCDOT

SIGHT TRIANGLE

3" S9.5B4" I19.0B

10" CABC

2" S9.5B2.5" I19.0B

8" CABC

Site Plan

1" = 40'

CS - 3

December 15, 2017

OWNER/DEVELOPER:Carolina Perimeter Hospitality, LLC

200 Pinner Weald Way St 202CARY, NC 27513TEL:919.434.5135FAX:919.462.6900

C-0329

1150 SE MAYNARD ROADSUITE 260

CARY, NC 27511Ph:919-467-9708 Fx:919-460-7585

FED ID# 56-1275589

SITE DATA

Town of MorrisvilleAPPROVED FOR CONSTRUCTION

Signature:Date:

Town of Morrisville, Town Engineer Date/Initials

Engineering:

Planning:

Other (specify):

Signature:Date:





= PROPOSED HC RAMP PERADA AND TOWN SPECS







Specifications.

Pavement Note:All travel aisles and private drive to be 2" S9.5B, 2.5"


2.5" I19.0B, & 6" CABC.

TownePlace SuitesMorrisville

= 6' STAMPED CONCRETECROSSWALK (TYP)

GENERAL NOTES:1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE

POLICIES.2. ALL UTILITY CONSTRUCTION IS PER TOWN OF CARY STANDARDS AND

SPECIFICATIONS.3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING

UTILITIES.4. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.






PC LAND SURVEYING.9. THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST






RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.EXISTING IMPERVIOUS AREA


PROPOSED MARRIOTT TOWNE

PLACE SUITES

PROPOSED RETAIL AND RESTAURANTS

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WV

WV

Y

SS

SS

SS

SS

SS

SS

SS

L1

L2

L15

1C

catv

AT&T

TWC

NO PARKING

AD

A

AD

A

ESS37

ESS36

ESS1

ESS35

ESS2

FIRELANE

AD

A

AD

A

WAL

K-IN

CO

OLE

R

WAL

K-IN

FREE

ZER

SIGH

T TR

IANG

LE

EX. S

IGHT

LIN

E (1

4.5'X

385'

PER

AASH

TO)

PROP.

SIG

HT LIN

E (1

4.5'X4

45' P

ER A

ASHTO

)

SIG

HT T

RIAN

GLE

N/F

GRE CARRINGTON, LLC

D.B. 16817, PG. 213


B.M. 2007, PG. 2274

ZONED: RAC

USE: APARTMENTS

N/F

LFTE USA, INC

D.B. 13661, PG. 288


B.M. 2009, PG. 608

ZONED: RAC

USE: VACANT

N/F

CAROLINA PERIMETER

DEVELOPERS, LLC

D.B. 13640, PG. 1917

TRACT 3

CARRINGTON VILLAGE

B.M. 2016, PG. 683

ZONED: RAC

USE: VACANT

5'R

EX. 30"

C&G (TYP)

25'R

25'R

PROP. 18"

C&G (TYP)

2.5'R

EX. MEDIAN

CURB TO BE

REMOVEDTIE TO

EX. CURB

TIE TO

EX. CURB

PROP. LEFT

TURN ARROW

EX. 4" WHITE

LANE STRIPE

EXTENSION

PROP. 10'

SIDE BLDG.

SETBACK

1.5" SF9.5A

2.0" S9.5B

8" CABC

EX. 15'

TYPE C BUFFER

OPTION 2

WITH FENCE

18'x35'

LOADING

SPACE

PROP. 30'

SIDE BLDG.

SETBACK

PROP. 30'

SIDE BLDG.

SETBACK

PROP. TREE PROTECTION

AREA 2,320 SF

OUTDOOR

SEATING

560 SF

FUTURE 27'

CROSS ACCESS

EASEMENT

PROP. TREE PROTECTION

AREA 890 SF

PROP. 9,525 SF

FUTURE R/W

DEDICATION

FUTURE R/W

FUTURE R/W

FUTU

RE

R/W

Site Plan

1" = 40'

CS - 3

March 15, 2019

C-0329

1150 SE MAYNARD ROAD

SUITE 260

CARY, NC 27511

Ph:919-467-9708 Fx:919-460-7585

FED ID# 56-1275589

= PROPOSED HC RAMP PER

ADA AND TOWN SPECS




Specifications.

= 6' STAMPED CONCRETE

CROSSWALK (TYP)

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE

POLICIES.

2. ALL UTILITY CONSTRUCTION IS PER TOWN OF CARY STANDARDS AND

SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING

UTILITIES.

4. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.






PC LAND SURVEYING.

9. THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST



11. ALL FIRE LANES TO BE INSTALLED PER TOWN OF MORRISVILLE FIRE / RESCUE

STANDARDS.



Pavement Note:

All travel aisles, parking spaces, and private drive

to be 1.5" SF9.5A, 2.0" S9.5B, , & 8" CABC.

Project #: 19-

File #: 19-

Town of Morrisville

APPROVED FOR CONSTRUCTION

Signature:

Date: Date/Initials

Engineering:

Planning:

Stormwater:

Wake County:

Signature:

Date:


Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours

prior to the commencement of any construction activities.


1017 Carrington Mill Blvd

Morrisville, NC







W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WV

WV

Y

SS

SS

SS

SS

SS

SS

SS

L1

L2

L15

1C

catvAT&

T

TWC

NO PARKING

AD

AA

DA

ESS37

ESS36

ESS1

ESS35 ESS2

FIRELANE

AD

AA

DA

WAL

K-IN

CO

OLE

R

WAL

K-IN

FREE

ZER

SIGHT T

RIANGLE

EX. SIG

HT LIN

E (14.5

'X385'

PER AASHTO

)

PROP. SIGHT LINE (1

4.5'X445' PER AASHTO)

SIGHT T

RIANGLE




USE: APARTMENTS

N/FLFTE USA, INC



USE: VACANT





USE: VACANT

5'R

EX. 30"C&G (TYP)

25'R

25'R

PROP. 18"C&G (TYP)

2.5'R


TIE TOEX. CURB

TIE TOEX. CURB


EX. 4" WHITELANE STRIPEEXTENSION

PROP. 10'SIDE BLDG.

SETBACK

1.5" SF9.5A2.0" S9.5B8" CABC

EX. 15'TYPE C BUFFER

OPTION 2WITH FENCE

18'x35'LOADING

SPACE

PROP. 30'SIDE BLDG.

SETBACK

PROP. 30'SIDE BLDG.

SETBACK

PROP. TREE PROTECTIONAREA 2,320 SF

OUTDOORSEATING560 SF

FUTURE 27'CROSS ACCESS

EASEMENT

PROP. TREE PROTECTIONAREA 890 SF

PROP. 9,525 SFFUTURE R/WDEDICATION FUTURE R/W

FUTURE R/W

FUTU

RE

R/W

Site Plan

1" = 40'

CS - 3

March 15, 2019

C-0329

1150 SE MAYNARD ROADSUITE 260

CARY, NC 27511Ph:919-467-9708 Fx:919-460-7585

FED ID# 56-1275589


Note:The proposed traffic circulation, parking areas,pedestrian routes will be marked, delineated, andsigned to meet the latest MUTCD Standards andSpecifications.


GENERAL NOTES:1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLEPOLICIES.2. ALL UTILITY CONSTRUCTION IS PER TOWN OF CARY STANDARDS ANDSPECIFICATIONS.3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTINGUTILITIES.4. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.5. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.6. NO WETLANDS LOCATED ON THIS SITE.7. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THECONTRACTOR UPON THEIR REQUEST.8. ASBUILT AND TOPOGRAPHIC INFORMATION PROVIDED BY ROBINSON & PLANTE,PC LAND SURVEYING.9. THIS PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BESTMANAGEMENT PRACTICES AND ENGINEERED STORMWATER CONTROL.10. NO TOPSOIL/SUBSOIL STOCKPILE AREA WILL BE REQUIRED.11. ALL FIRE LANES TO BE INSTALLED PER TOWN OF MORRISVILLE FIRE / RESCUESTANDARDS.12. ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL ADHERE TO THERETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.

Pavement Note:All travel aisles, parking spaces, and private driveto be 1.5" SF9.5A, 2.0" S9.5B, , & 8" CABC.

Project #: 19-File #: 19-


Signature: Date:Date/Initials

Engineering:Planning:

Stormwater:Wake County:

Signature: Date:Town of Cary Utilities, Water and Sewer

Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hoursprior to the commencement of any construction activities.


1017 Carrington Mill BlvdMorrisville, NC

SAMPLE SITE PLAN







CH

AP

EL H

ILL RO

AD

LICHTIN BOULEVARD

CARRINGTON MILL BOULEVARD

EX

ISTIN

GTR

AFFIC

SIG

NA

L

SH

OP

S11,200 S

F

" 0-' 07

160'-0"

RE

ST

3,300 SF

RE

ST

1,838 SF

6

4

9

8

6

171417

5

74

877

SAMPLE SITE PLAN

ESS37

PROP. 5' R/WTO BE DEDICATED

PROPOSED4 STORY BUILDING112 ROOMS(SEE ARCHITECTURAL PLANS

FOR DETAILS)


LOT 1 PERIMETER PARKB.M. 2010, PG. 911ZONED: RACUSE: SCHOOL

N/FLTM CHILD CARE SERVICES, INC


B.M. 2013, PG. 1132ZONED: RACUSE: DAY CARE

N/FCAROLINA PERIMETERDEVELOPERS, LLC

D.B. 13640, PG. 1917TRACT 4 CARRINGTON VILLAGEB.M. 2016, PG. 683ZONED: RACUSE: VACANT

N/FGRE CARRINGTON, LLC D.B. 16817, PG. 213

LOT 13 PERIMETER PARKB.M. 2007, PG. 2274ZONED: RACUSE: APARTMENTS

N/FLFTE USA, INC D.B. 13661, PG. 288LOT 1 PERIMETER PARK


CARRINGTON PARKAPARTMENTS



KIDDIEACADEMY

THE CHEFSACADEMY


LOT 1 PERIMETER PARKB.M. 2010, PG. 911ZONED: RACUSE: SCHOOL



N/FPNC BANK, NAD.B. 16411, PG. 1091TRACT 2 CARRINGTON VILLAGEB.M. 2016, PG. 683ZONED: RACUSE: VACANT




PROP.LOADINGAREA (373 SF)








PROP. 24"C&G (TYP)

PROP. 24"C&G (TYP)

PROP. 24"C&G (TYP)

5'R

5'R

10'R

15'R

10'R

10'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

5'R

20'R

18'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

10'R

15'R

5'R

5'R5'R

5'R5'R

5'R

5'R

PRO

P. 28' B-BPR

IVATE DR

IVE

2" S9.5B2.5" I19.0B8" CABC

10'R


PROP. 30"C&G (TYP)

25'R 25'R

20'R

40'R

PROP. 30"C&G (TYP)

PROP. 30"C&G (TYP)

PROP. 30"C&G (TYP)

PROP. 18"C&G (TYP)

10.5'R


3" S9.5B4" I19.0B10" CABC

PROP. 18"C&G (TYP)

2.5'R

PROP. MEDIANEXTENSION


TIE TOEX. CURB

TIE TOEX. CURB


PROP. 4" WHITELANE STRIPEEXTENSION

PROP. 4" 4,500 PSI CONCRETEREINFORCED W/ #4 REBAR


PROP DUMPSTERS.ENCLOSURE TO MATCHBUILDING IN AMTERIAL& COLOR.





PROP.STOP BAR

TIE TOEX. CURB

TIE TOEX. CURB





W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSW

W

W

W

W

W

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W


TPA #21,380sf

TPA #32,595sf

TPA #11,797sf


PROP. TRANSCONC. PAD

PROP.CONCRETEISLAND

PROP. 2-4'x4' CONC.CONDENSER PADS

PROP. 4' CONC.WALK

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

PROP. CONC.WHEEL STOPS(TYP)

PROP. BIKERACK

PROP. 10'x70' NCDOT

SIGHT TRIANGLE

DIRECTIONALSIGN

HCSIGN

HCSIGN

HCSIGN

HCSIGN

HCSIGN

PROP. 10'x70' NCDOT

SIGHT TRIANGLE

PROP. 10'x70' NCDOT

SIGHT TRIANGLE

3" S9.5B4" I19.0B10" CABC

2" S9.5B2.5" I19.0B8" CABC

Site Plan

1" = 40'

CS - 3

December 15, 2017

OWNER/DEVELOPER:

Carolina Perimeter Hospitality, LLC

200 Pinner Weald Way St 202CARY, NC 27513TEL:919.434.5135FAX:919.462.6900

C-0329

1150 SE MAYNARD ROADSUITE 260CARY, NC 27511Ph:919-467-9708 Fx:919-460-7585FED ID# 56-1275589

SITE DATA


Signature:

Date:


Date/InitialsEngineering:

Planning:Other (specify):

Signature:

Date:












Specifications.

Pavement Note:All travel aisles and private drive to be 2" S9.5B, 2.5"


2.5" I19.0B, & 6" CABC.

TownePlace SuitesMorrisville


















EXISTING IMPERVIOUS AREA PROP IMPERVIOUS AREA

PROPOSED MARRIOTT TOWNE

PLACE SUITES

SAMPLE RETAIL AND RESTAURANT

SITE PLAN

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WV

WV

Y

SS

SS

SS

SS

SS

SS

SS

L1

L2

L15

1C

catv

AT&

T

TWC

NO PARKING

AD

AA

DA

ESS37

ESS36

ESS1

ESS35

ESS2

FIRELANE

AD

A

AD

A

WAL

K-IN

CO

OLE

R

WAL

K-IN

FREE

ZER

SIGHT TRIANGLE

EX. SIGHT LINE (1

4.5'X385' PER AASHTO)

PROP. SIGHT LINE (14.5'X445' PER AASHTO)

SIGHT TRIANGLE



N/FLFTE USA, INC D.B. 13661, PG. 288LOT 1 PERIMETER PARK




5'R

EX. 30"C&G (TYP)

25'R 25'R

PROP. 18"C&G (TYP)

2.5'R


TIE TOEX. CURB

TIE TOEX. CURB


EX. 4" WHITELANE STRIPEEXTENSION

PROP. 10'SIDE BLDG.SETBACK

1.5" SF9.5A2.0" S9.5B8" CABC

EX. 15'TYPE C BUFFEROPTION 2WITH FENCE

18'x35'LOADINGSPACE



PROP. TREE PROTECTIONAREA 2,320 SF

OUTDOORSEATING560 SF

FUTURE 27'CROSS ACCESSEASEMENT

PROP. TREE PROTECTIONAREA 890 SF

PROP. 9,525 SFFUTURE R/WDEDICATION

FUTURE R/W

FUTURE R/W

FUTU

RE

R/W

Site Plan

1" = 40'

CS - 3

March 15, 2019

C-0329

1150 SE MAYNARD ROADSUITE 260CARY, NC 27511Ph:919-467-9708 Fx:919-460-7585FED ID# 56-1275589





Specifications.














11. ALL FIRE LANES TO BE INSTALLED PER TOWN OF MORRISVILLE FIRE / RESCUE

STANDARDS.12. ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL ADHERE TO THE


Pavement Note:All travel aisles, parking spaces, and private drive

to be 1.5" SF9.5A, 2.0" S9.5B, , & 8" CABC.

Project #: 19-File #: 19-Town of MorrisvilleAPPROVED FOR CONSTRUCTION

Signature:

Date:

Date/InitialsEngineering:

Planning:Stormwater:Wake County:

Signature:

Date:


Engineering Inspection Services must be contacted (919) 463-6907 at a minimum 24 hours

prior to the commencement of any construction activities.


1017 Carrington Mill BlvdMorrisville, NC







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