2011-1449

June 28, 2013

As Noted

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2011

1449

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40

INTERSTATE 40

STREETS ATSOUTHPOINT

FAYETTEVILL

E RD

MASSEY CHAPELRD

RENAISSANCEPKWY

HIGHWAY 54

AR

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LOCATION MAP

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SITE

ADJOINING OWNER PARCEL INFORMATION

PIN NUMBER OWNER DEED BOOK PLAT BOOK

0718-04-71-0325 MASSEYS CHAPEL UNITED METHODIST CHURCH 375-746 67-44

0718-04-61-6098 RACHEL S. JONES 2160-494 67-44

0718-04-61-6104 LUTHER W. CHAVIS 2009-E-224 67-44

0718-04-61-5104 RAFAEL E. AGUILAR, ERLINDA H. AGUILAR 5288-620 67-44

0718-04-61-3194 DOCK TERRELL 1652-90 67-44

0718-04-61-2193 NICHOLAS EDWARD BUCKNER 2514-352 67-44

0718-04-60-1979 WELTIE MICHAEL WHITE, JR. 3192-400 48-78

0718-04-60-0916 BRYAN C. ALBRECHT, DOMINIKA K. PRPIC 5085-640 33-128

0718-04-50-7995 LUIS ERNESTO MOSQUEDA 4917-557

0718-04-50-5966 LINDA T. MONK 939-36 113-130

0718-04-51-5167 SIDNEY RANSOM 982-976 95-17

0718-04-64-7017.SPL SOUTHPOINT MALL, LLC 2647-768 151-171

OWNER PARCEL INFORMATION

PIN NUMBER OWNER DEED BOOK PLAT BOOK

0718-04-72-5586 MINA Y. HSING 2747-912 60-85

0718-04-72-5486 NORMA G. JOHNSON 371-352 60-85

0718-04-72-5346 NORMA G. JOHNSON 349-418 60-85

0718-04-72-5236 NORMA G. JOHNSON 369-571 60-85

0718-04-72-4521 WILHEMENIA THORNTON 2905-776 60-85

0718-04-72-3520 JOSEPH J. & FLETA F. ALSTON 348-508 60-85

0718-04-72-2520 GEORGE O. & SADIE PHILLIPS 348-518 60-85

0718-04-72-1530 GEORGE O. & SADIE PHILLIPS 348-518 60-85

0718-04-72-0520 DANIEL A. GERNANDT & ALICE LAMAR GLENN 3901-69

0718-04-62-9520 THOMAS A. HALL, JR. & DEBRA P HALL 1273-464 60-85

0718-04-62-8429 THOMAS A. HALL, JR. & DEBRA P HALL 1273-464 60-85

0718-04-62-6489 WILLIE EVANS 1160-603 60-85

0718-04-62-7321 PETER O. FRINK 372-307 60-85

0718-04-62-8380 SHIRLEY ANN ROBINSON 973-79 60-85

0718-04-62-9380 ALVIN & MAGNOLIA P. McMILLIAN 348-515 60-85

0718-04-72-1321 JOE BRYAN & MARY D. LOMICK 2293-53 60-85

0718-04-72-2381 JAMES KHALIL HANIFA & AQUILA J. SHARIF-HANIFA 1834-617 60-85

0718-04-72-3380 MAGGIE D. HENRY 348-513 60-85

0718-04-72-5036 AL S. DAYE & CAROLYN H ROWLAND 1722-435 60-85

0718-04-72-4026 AL S. DAYE & CAROLYN H ROWLAND 1722-435 60-85

0718-04-72-3036 KEVIN M. YELLOCK 2959-203 60-85

0718-04-72-2046 GUS T. GODWIN TRUSTEE 5448-660 60-85

0718-04-72-1046 SHIRLEY M. BITTLE 2066-376 60-85

0718-04-72-0036 MECHITA SELF 5201-456 60-85

0718-04-62-9036 WILHEMENIA THORNTON 2905-776 60-85

60-85

0718-04-62-8036 RALPH D. & MAGGIE L WILEY 348-608 60-85

0718-04-62-7036 HENRY & RACHEL H GREEN 349-39 60-85

0718-04-62-6036 DAVID L. JOHNSON 1818-463 60-85

0718-04-62-4095 DAVID L. & PLYDENE S JOHNSON 1970-312 60-85

0718-04-62-3056 HENRY L. EATON 388-208 60-85

0718-04-62-2044 HENRY L. EATON 388-208 60-85

0718-04-61-8679 ESTHER MORGAN JONES TRUSTEE 127-39 127-39

0718-04-71-2556 ESTHER MORGAN JONES 6194-376 127-39

0718-04-61-2897 PERCY FARLEY, JR. & EDITH B FARLEY 364-412

0718-04-61-3702 ARVELLA S. BRIGGS HEIRS 364-417 65-27

0718-04-61-2516 PERCY FARLEY, JR. & EDITH B FARLEY 364-412 65-27

0718-04-61-0535 BABY RUTH J. NICHOLSON 371-343 65-27

0718-04-51-9524 R D CONSTRUCTION INC. 3824-999 65-27

0718-04-51-7524 AVON R. LASSITER 371-468 65-27

0718-04-51-8524 ANGI MAKOSKY 5280-341 65-27

0718-04-51-6523 JAMES KHILIL HANIFA 1024-674 65-27

0718-04-51-4570 TEMPLE MAAT 4658-431 126-94

0718-04-51-4756 ROBERT L. BYRD 370-35 65-27

0718-04-51-4859 MICHAEL BOYD LESHER 3359-470 65-27

0718-04-52-4051 ROBERT T. PERRY 5751-549 65-26

0718-04-52-4163 JEANNETTE WILSON COBB 2171-78 65-26

0718-04-52-4265 DAVID L. JOHNSON 1444-207 65-26

0718-04-52-4358 BRENDA D. HOWARD 4254-616 65-26

0718-04-52-4560 JAMES E. COUNCIL 2423-956 65-26

0718-04-52-4648 SOUTHPOINT MALL LCC 2666-307 65-26

65-27

0718-04-52-2799 JESSE RUFUS BLACKNELL 2480-249 65-26

0718-04-53-7095 TEMPLE MAAT 4658-431 62-20

0718-04-52-8965 TEMPLE MAAT 4658-431 62-20

0718-04-52-9848 SOUTHPOINT MALL LLC 2666-303 62-20

0718-04-62-1852 WILLOW M. MICHEAL 354-573 62-20

0718-04-52-9750 TEMPLE MAAT 4658-431 62-20

0718-04-62-0767 WILLOW M. MICHEAL 354-573 62-20

62-20

0718-04-62-0489 JACKSON MAYO 353-91 62-20

0718-04-62-2521 TEMPLE MAAT 4658-431 62-20

0718-04-62-3626 SOUTHPOINT MALL LLC 2673-332 60-85

0718-04-62-4510 WILLIE R. BIGELOW 987-604 60-85

0718-04-62-5310 OTIS S. JORDAN 1283-489 60-85

0718-04-62-4300 ANDRE H. REAVES 1009-900 60-85

0718-04-62-3209 ANDRE H. REAVES 1009-900 60-85

0718-04-62-1209 JEANNETTE ARITA WILSON COBB 2211-545 60-85

0718-04-62-2209 JEANNETTE A. WILSON 1408-747 60-85

0718-04-62-0209 JEANNETTE ARITA WILSON COBB 2211-547 60-85

0718-04-52-8299 LARRY SWINTON 2550-954 60-85

0718-04-52-7299 JEANNETTE A. COBB 1469-227 60-85

0718-04-52-6278 SAMUEL W. VAUGHAN 1195-428 65-26

0718-04-52-7422 ANTOINETTE MAVIS HAWES 5327-651 65-26

0718-04-52-7523 MARY C. LESHER 3989-18 65-26

0718-04-52-7606 CHRISTINE W. HESTER 373-56 65-26

0718-04-52-6785 SOUTHPOINT MALL LLC 2666-305 65-26

0718-04-52-6835 HOWARD WAYNE SMITH 6129-1

0718-04-52-6903 THEODORE C. NICHOLSON 373-198 65-26

0718-04-53-5062 SHIRLEY T. WALKER 5105-674 65-26

0718-04-62-0073 ROSEMOND H. COX TRUSTEE 1993E-39 60-85

0718-04-52-9073 ROSEMOND H. COX TRUSTEE 1993E-39 60-85

0718-04-52-7064 JEROME D. McLAURIN 353-637 60-85

0718-04-52-8064 PATTIE BROWN 1006-246 60-85

0718-04-52-6054 THELMA D. LEE 364-414 65-26

0718-04-61-0875 CARLTON E. WRIGHT 2776-662 65-27

0718-04-51-9865 GERALD L. JONES 366-135 65-27

0718-04-51-8855 RAYMOND SMITH 2195-803 65-27

0718-04-51-7854 THOMAS SMITH 394-351 65-27

0718-04-51-6844 CAROLYN P. HARRIS 394-352 65-27

65-26

0718-04-51-8275 ROSA W. TUCKER 244-385

0718-04-52-9544 VIRGINIA A. HUNTER 1075-552 62-20

HENDRICK SOUTHPOINTDEVELOPMENT PLAN

CASE # Z1200025DATE: 11-21-12

FAYETTEVILLE ROAD AT KENTINGTON DRIVEDURHAM, NORTH CAROLINA

APPLICANT:CITY OF DURHAM, NORTH CAROLINA,

PER ANNEXATION CASE BDG1200002

APPLICANT AGENT:DURHAM S. INVESTMENTS, LLC.

550 LONG POINT RD.MT. PLEASANT, SC 29464

CONTACT: GARY WALLACEPH: 919-606-2435

SHEET INDEX

1 - COVER PAGE2 - EXISTING CONDITIONS3 - DEVELOPMENT PLAN

SITE DATA

GROSS SITE ACREAGE: 33.37EXISTING ZONING: RR (COUNTY JURSIDICTION)PROPOSED ZONING: CG(D) (CITY JURISDICTION)

OVERLAY DISTRICT: F/J-B

1/3

GENERAL CONDITIONS NOTES1. A TRAFFIC IMPACT ANALYSIS (TIA) DATED 11/21/12 WAS PREPARED BY RAMEY KEMP & ASSOCIATES, INC.

2. THE REQUIRED ROADWAY IMPROVEMENTS MAY BE PHASED AT THE SITE PLAN SUBMITTAL STAGE WITH A TRAFFICPHASING PLAN APPROVED BY CITY TRANSPORTATION AND NCDOT.

3. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAIDIMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOWTHEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAMSTANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED TO: ADEQUATETRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS,PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSEDROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITYFOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTSAND ANY REQUIRED SIDEWALK CONSTRUCTION.

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DZ0718-04-72-9601 FIRST-CITIZENS BANK & TRUST CO 4213-981 160-113

33-128

0718-04-82-1254 AERC SOUTHPOINT VILLAGE LLC 7021-806 176-52EA

0718-04-71-6865 STEPHEN LOUIS & JANET LEIGH FOREMAN 4366-305 45-37

EB 0718-04-71-5687 HELEN ELLISON 1993-E-612 32-19EC

0718-04-71-5567 HELEN ELLISON 1993-E-612 32-19ED

0718-04-71-4357 HELEN ELLSION 2509-75 32-19EE

0718-04-70-3998 RUCKER-HINING PROPERTIES LLC 4281-397 168-208EF

DESIGN COMMITMENTS1A. DESCRIBE THE GENERAL ARCHITECTURAL STYLE(S) PROPOSED FOR THE BUILDINGS

Main Buildings: The architecture for the individual buildings will vary, but they will all comprise of curtain wall openings on the frontelevation. The buildings will be either 1 ½ or 2 stories in height. There will be a distinctive main entrance on the front elevation and willinclude up to two additional entrances used for loading vehicles onto the showroom floor. Other features will consist of aluminum overheaddoors.

Accessory Buildings: Any accessory buildings will be located to the side or the rear of the main buildings and will not be subject to the mainbuilding standards listed above.

1B. DESCRIBE THE PROPOSED ROOFLINE(S).

Main Buildings: The roof sections will be a flat roof concealed by a flat top parapet, constructed with the same materials as listed below for thewalls.

Accessory Buildings: The roofs will be flat with the use of parapet walls.

1C. DESCRIBE THE PROPOSED BUILDING MATERIALS:

Main Buildings: One or more of the following materials will be used on each building; Brick, Integral Color Split Face CMU, Integral colorsmooth face block, Aluminum curtain wall, Aluminum Composite Material, EIFS (Stucco), Architectural Metal Panel systems (ACM), paintedstructural steel, painted concrete tilt wall panels. The coping on each parapet wall will be either a metal cap flashing or will be ACM.

Accessory Buildings: One or more of the following materials will be used on each accessory building; Brick, Integral Color Split Face CMU,Integral color smooth face block, Aluminum curtain wall, Aluminum Composite Material, EIFS (Stucco), Architectural Metal Panel systems(ACM), painted structural steel, painted concrete tilt wall panels. Overhead doors will be aluminum and any personnel doors will be metaldoors.

2. DESCRIPTION OF HOW PROPOSED DESIGN WILL FIT INTO THE CONTEXT AREA

This will be a unique development and will not fit into the context area. The main buildings will all front the main road or drive runningthrough the site.

TEXT COMMITMENTS1. PRIOR TO SITE PLAN APPROVAL, A RIGHT-OF-WAY CLOSURE REQUEST WILL BE SUBMITTED FOR THE CLOSURE OF

THE CHAPPARAL DRIVE RIGHT-OF-WAY FROM MATTERHORN DRIVE TO FAYETTEVILLE ROAD.

2. PROVIDE STREET LIGHTING TO CITY OF DURHAM AND NCDOT STANDARDS ALONG 1) FAYETTEVILLE ROADBETWEEN RENAISSANCE PARKWAY AND THE SOUTHERN PROPERTY LINE OF THE SITE AND 2) KENTINGTON DRIVEFROM FAYETTEVILLE ROAD TO HATTERAS DRIVE. THE STREET LIGHTING WILL BE INSTALLED AND MAINTAINEDBY DUKE ENERGY.

3. TRANSIT FACILITIES TO SERVE THIS SITE WILL BE PROVIDED ON RENAISSANCE PARKWAY AS DETERMINED BYTHE CITY OF DURHAM AT THE TIME OF SITE PLAN SUBMITTAL. THE TRANSIT FACILITIES MAY INCLUDE ACONCRETE PAD, SHELTER AND BENCH.

PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT

4. DEDICATE ADDITIONAL RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITE ALONG THE WEST SIDE OFFAYETTEVILLE ROAD TO PROVIDE A MINIMUM OF 55FT. OF RIGHT-WAY (FROM THE CENTERLINE OF THE EXISTING60FT. RIGHT-OF-WAY) AND 10FT. FROM THE BACK OF CURB FOR THE PROPOSED ROADWAY IMPROVEMENTSALONG FAYETTEVILLE ROAD.

PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY

5. FAYETTEVILLE RD

5.1. Widen the west side of Fayetteville Road to provide a one-half of the future four-lane divided roadway (with curb, gutter, andbicycle lanes) from the existing four-lane section near Renaissance Parkway to the southern property line of the site.

6. FAYETTEVILLE ROAD AND JAMES ROSS ROAD

6.1. Construct a southbound left turn lane with adequate storage and appropriate tapers on Fayetteville Road at James Ross Drive.

7. FAYETTEVILLE ROAD AND KENTINGTON DRIVE

7.1. Construct an exclusive southbound right turn lane on Fayetteville Road with adequate storage and appropriate taper.7.2. Construct an exclusive northbound left turn lane on Fayetteville Road with adequate storage and appropriate tapers on Fayetteville

Road at Kentington Drive.7.3. Construct a raised landscaped median in the center of Fayetteville Road at Kentington Drive to prohibit left-turns from Kentington

Drive at Fayetteville Road.

8. RENAISSANCE PARKWAY AND ROLANDO DRIVE (SITE ACCESS #3)/EASTERN SOUTHPOINT MALL DRIVEWAY

8.1. Restripe northbound Rolando Drive (Site Access #3) to provide two outbound lanes and one inbound lane.8.2. Construct a concrete sidewalk (5 ft. minimum width) on both sides of Rolando Drive from Renaissance Parkway to the site.8.3. Install a traffic signal with steel poles/mast arms, pedestrian signals, and interconnect cable at the intersection of Renaissance

Parkway and Rolando Drive (subject to MUTCD warrants and approval by City Transportation).

THE FOLLOWING IMPROVEMENTS ARE REQUIRED OF OTHER DEVELOPMENTS AND MAYALSO BE REQUIRED OF THIS DEVELOPMENT:

9. FAYETTEVILLE ROAD AND MASSEY CHAPEL ROAD (NORTHERN INTERSECTION)

9.1. Construct an additional westbound lane on Massey Chapel Road at the northern Fayetteville Road intersection to provide exclusivewestbound left turn and right turn lanes with adequate storage and appropriate tapers.

2

2

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3

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CITY OF DURHAMDURHAM COUNTY

CITY OF DURHAM

DURHAM COUNTY

CITY OF DURHAMDURHAM COUNTY

KENTINGTON DRIVE (SR 2212) (60' R/W)

HATT

ERAS

DRI

VE (6

0' R/

W)

CH

ANTI

CLE

ER D

RIV

ECHAPPARAL DRIVE (60' R/W)

RO

LAN

DO

DR

IVE

(60'

R/W

)

MASSEY CHAPEL ROAD/HUNTSVILLE ROAD (SR 1106) (60' R/W)

FAYETTEVILLE ROAD (SR 1118)JAMES ROSS DRIVE(60' R/W)

MASSEY CHAPELROAD(VARIABLE WIDTHR/W)

BUXBURY

RENAISSANCE PARKWAY (100' R/W)

0718-04-51-4570

0718-0

4-5

1-6

523

0718-0

4-5

1-7

524

0718-0

4-5

1-8

524

0718-0

4-5

1-9

524

0718-0

4-6

1-0

535

0718-04-61-2516

0718-04-61-3702

0718-04-61-2897

0718-04-61-08750718-04

-51-98650718-04

-51-88550718-04-51-7854

0718-04-51-6844

0718-04-51-47560718-04-51-48590718-04-52-40510718-04-52-41630718-04-52-4265

0718-04-52-43580718-04-52-4560

0718-04-52-4648

0718-04-52-2799

0718-04-53-5062

0718-04-52-6903

0718-04-53-7095

0718-04-52-8965

0718-04-52-9848

0718-04-52-6835

0718-04-52-6785

0718-04-52-7606

0718-04-52-7523

0718-04-52-7422

0718-04-62-18520718-04-62-07670718-04-52-9750

0718-04-52-9544

0718-04-62-0489 0718-04-62

-2521

0718-04-62-3626

0718-04-62-45100718-04-52

-62780718-0

4-5

2-7

299

0718-0

4-5

2-8

299

0718-0

4-6

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0718-04-72-5236

0718-04-72-5346

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0718-04-72-1321

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3800718-04-62-7321

0718-04-62-6489

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0718-0

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0718-04-72-5486

0718-04-72-5586

0718-04-52-6054

0718-04-52-7064

0718-04-52-8064 0718-04-52-9073

0718-04-62-0073

0718-04-51-8275

0718-04-71-2556

CONVERSE PLACE(VARIABLE WIDTHR/W) (60' R/W)

0718-04-71-0325

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0718-04-60-09160718-04-50-79950718-04-50-5966

0718-04-51-5167

0718-04-64-7017.SPL

(60' R/W)LANE

(60'

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MATTERHORN ROAD (SR 2214)

(60' R/W

)

ZONED: RR

ZONED: RR

ZONED: RR

ZONED: CC(D)

F/J-B

F/J-B

F/J-B

F/J-B

ZONED: RR

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ZONED: MU(D)F/J-B

ZONED: CN(D)F/J-B

ZONED: RR

F/J-B

ZONED: CC(D)F/J-B

ZONED: RR

F/J-B

ZONED: RR

F/J-B

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ZONE X

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\A1;10' NO BUILD ZONE

POND

SEE NOTE #1INTERMITTENT STREAM

FARMPERENNIAL STREAMSEE NOTE

#1

\A1;10' NO BUILD ZON

E

STEEP SLOPEAREA = 44,000

33.37 AC.(Includes Kentington Road Right of Way)

0718-04-72-9601

0718-04-82-1254

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0718-04-71-5687

0718-04-71-5567

0718-04-71-4357

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(SR 2213)

L15

L16

L17

290 316

318

322

280 320

320

318

W

W

W

227.4

3'

S 22°14'58" W

393.4

0'

S 22°25'50" W

269.65'S 89°45'57" W

285.0

4'

C2

L1

L2

L3L4

L5 L6 L8 L9 L10 N 89°23'57" E

L33

L25 L26 L27 L30

195.9

4'

199.33'S 89°43'13" W

L22714.46'N 89°58'56" W

L23

L24

L11

L12

L13

L14

L19

C3

219.86'

L32

C4

L20

C1

L18

L31 L2

1

0718-04-62-7321

(G)

(A)

(B)

(C)

(D)

(E)

(F)

(H)(I)(J)

(K)

(L)

(M)

(M)

(N)

(O) (P)

(Q)

(R)

(S)

(T)

(U)

(V)

(W)

(X)

(Y)

(Z)

(AA

)

(AB

)

(AC)

(AD

)

(AE

)

(AF)

(AG)

(AH)

(AI)

(AJ)

(AK)

(AL)(AM

)

(AN

)

(AO

)(AP

)

(AQ

)

(AR)(AS)(AT)

(AU)

(BI)

(BK)

(BJ)

(BT)

(BU)

(BV)

(BW)

(BX)

(BY)

(BZ)

(CA)

(CB)(CC)

(CD)

(CE)

(CM

)

(CN

)(CO

)

(CP

)

(CQ

)

(CR)

(CS)

(CT)

(CU)

(CV)

(CW)

(CX)

(CY)

(CZ)

(DA)

(DB)

(DC

)

(DD

)

(DE)

(DF)

(DG

)

(DH

)

(DI)

(DJ)

(DK)

(DL)

(DM)

(DN)

(DO)

(DP)

(DQ)

(DR)(DS)

(DT)(DU

)

(DV)(DW

)

(DX)

(DY)

(DZ)

(EA)

(EB

)

(EC)

(ED)

(EE)

(EF)

ZONE X

116.26'

LINE TABLELINE LENGTH BEARING

L1 42.23'L2 134.68' N 69°07'48" E

L3 34.78'L4 102.71'L5 116.17' N 89°22'21" E

L6 100.06' N 89°24'48" E

100.01' N 89°32'22" E

L8 100.10' N 89°18'41" E

L9 99.73' N 89°18'37" E

L10 99.70' N 89°27'05" E

L33

L25 120.02' N 89°25'01" E

L26 119.85' N 89°23'33" E

L27 141.99' N 89°11'34" E

L30 50.49' N 89°23'05" E

L22 30.01'L23 56.54'L24 99.98'

73.07'L32

38.96' S 07°38'23" W

L11 38.12'L12 39.62' S 09°40'15" W

L13 23.22' S 10°33'37" W

L14 17.09' S 08°38'27" W

L15

38.94' S 06°38'18" WL16

5.42' S 05°38'13" WL17

33.49' S 05°38'13" WL18

41.92' S 04°45'01" WL19

113.28'L20

L31 59.93'

L21 104.02'

CURVE TABLECURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA

C4 324.59' 109.09' 55.07' 108.58'

C1 1024.55' 186.26' 93.39' 186.00'C2 108.12' 115.01' 63.62' 109.66' N 60°04'13" E 60°56'41"

C3 108.12' 50.43' 25.68' 49.97' 26°43'19"

TREE SAMPLE AREA #1

TREES UNDER 2"

MAPLE: 2-4OAK : 3-5ASH: 1-3

20'

20'

3" MAPLE

3" MAPLE10" MAPLE

8" PINE

2" HICKORY

3" ASH

4" OAK

6" MAPLE3" OAK

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%%ULEGEND- LIMITS OF PROPOSED ZONING CHANGE

{NOTES}1. STREAM AND WETLANDS DELINEATION PERFORMED BY S&ME. ACORRESPONDING STREAM IDENTIFICATION REPORT DATED JUNE 16, 2010 WASAPPROVED BY THE CITY OF DURHAM.

2. TOPOGRAPHIC INFORMATION FROM DURHAM G.I.S., CONTOURS ARE SHOWN AT2' INTERVALS.

3. FLOODWAY LIMITS SHOWN PER FEMA FIRM MAP #3720071800K DATED 8/2/07.

4. ALL PROPERTIES WITHIN THE LIMITS OF THE PROPOSED ZONING CHANGE ARECURRENTLY ZONED RR AND ARE IN THE F/J-B JORDAN LAKE BASIN OVERLAY AREAAND ARE TRIBUTARY TO NEW HOPE CREEK.

5. SUBJECT SITE OWNER AND ADJOINING OWNER PARCEL INFORMATION LOCATEDON COVER SHEET .

6. TRANSIT SERVICE IS PROVIDED WITHIN ONE-QUARTER MILE OF THIS SITE ALONGRENAISSANCE PARKWAY VIA DATA ROUTE #7 AND TRIANGLE TRANSIT ROUTE #800.

7. STEEP SLOPE = 1.0 AC.WETLANDS = 0.20 AC.STREAM BUFFER = 4.87 AC.

8.THE LONG RANGE BICYCLE PLAN, MAP 4.6, SHOWS A PROPOSED BICYCLE LANEON FAYETTEVILLE ROAD.

- STEEP SLOPE AREA

- APPROXIMATE LIMITS OF FORESTED AREA

- FLOODWAY

- STREAM BUFFER AREA

1

1

2

1

2

1

2

- ISOLATED WETLAND AREA

3

KENTINGTON DRIVE (SR 2212) (60' R/W)

HATT

ERAS

DRI

VE (6

0' R/

W)

CH

ANTI

CLE

ER D

RIV

E

CHAPPARAL

ROLANDO

DRIVE

MASSEY CHAPEL ROAD/HUNTSVILLE ROAD (60' R/W)FAYETT

EVILLE ROAD

JAMES ROSS ROAD

MASSEY CHAPEL ROAD

BUXBURY

RENAISSANCE PARKWAY (100' R/W)

CONVERSE PLACE (60' R/W)

(60' R/W)LANE

(60'

R/W

)

MATTERHORN ROAD

(60' R/W

)

STREETS AT SOUTHPOINT MALL

ZONED: RR

ZONED: RR

ZONED: RR

ZONED: CC(D)

F/J-B

F/J-B

F/J-B

F/J-B

ZONED: RR

F/J-B

ZONED: MU(D)F/J-B

ZONED: CN(D)F/J-B

ZONED: RR

F/J-B

ZONED: CC(D)F/J-B

ZONED: RR

F/J-B

ZONED: RR

F/J-B

ZONED: RR

F/J-B

ZONED: RR

F/J-B

ZONED: RR

F/J-B

100'

STR

EA

MB

UFF

ER

\A1;10' STREAM BUFFER SETBACK

PERENNIAL STREAM

INTERMITTENT STREAM

\A1;50' Buffer

\A1;50' Buffer

\A1;STREAM TOP OF BANK

\A1;

50' B

uffe

r

\A1;50' Buffer

\A1;50

' Buffer

DRIVE (60' R/W)

S

S

SS

SS

S

SSMHTOP 282.56'

SSMHTOP 274.17'

SSMHTOP 269.33'

SSMHTOP 267.47'

SSMHTOP 257.52'

SSMHTOP 265.91'

SSMHTOP 269.79'

PUBLIC ROAD ACCESSFULL INBOUND ACCESSRESTRICTED OUTBOUNDACCESS FOR LEFT TURNONLY

PROPOSED ZONING: CG(D), F/J-BMAX IMPERVIOUS SURFACE: 70% (21.53 AC.)

Proposed Right ofWayDedication

\A1;PRIVATE DRIVE SITE ENTRANCE # 1, FULL MOVEMENT. FINAL LOCATION SUBJECT TO NCDOT APPROVAL33.37 AC.

(Includes Kentington Road Right of Way)TOTAL NON-RESIDENTIAL SF: 180,000 S.F.

\A1;\pxql;Restripe Rolando Drive northbound to provide two outbound lanes and one inbound lane (Text Commitment 8.1)

Construct an exclusivenorthbound left turn atKentington Drive (Text

\A1;\pxql;Construct an exclusive southbound thru lane

\A1;\pxql;R/W WIDTH VARIES WITH DEDICATION

\A1;\pxql;{\H0.8x;Building/Parking Envelope}

CITY OF DURHAMDURHAM COUNTY

CITY OF DURHAM

DURHAM COUNTY

CITY OF DURHAMDURHAM COUNTY

E

\A1;\pxql;Construct an exclusive southbound right turn lane at Kentington Drive (Text Commitment 7.1)

\A1;\pxql;Construct an additional turn lane on Massey Chapel Road (Text Commitment 9.1)

\A1;\pxql;Construct a southbound left turn lane at James Ross Road (Text Commitment 6.1)

\A1;\pxql;If Required by City Staff, Install traffic signal with signalized pedestrian crossings at intersection Rolando Drive and Renaissance Parkway (Text Commitment 8.3)

\A1;10' Parking Setback\A1;25' Building Setback

\A1;10' Parking Setback\A1;25' Building Setback

\A1;25' Building Setback\A1;25' Building Setback

\A1;10' Pa

rking Setb

ack\A1;2

5' Building

Setback

\A1;25' Building Setback\A1;10' Parking Setback

\A1;10' Parking

Setback

\A1;25' Building

Setback

\A1;\pxql;Construct 5' sidewalk along both sides of Rolando Drive from Renaissance Parkway to site (Text Commitment 8.2)

\A1;110'

ProposedRight of Way

Dedication(60' R/W)

\A1;60'

Proposed Right ofWay 55 ft. fromcenterline and 10 ft.from back-of-curb(Text Commitment

\A1;PRIVATE DRIVE SITE ENTRANCE # 2, FULL MOVEMENT. FINAL LOCATION SUBJECT TO NCDOT APPROVAL\A1;

\pxql;{\H

0.8x;0.8

Opacity}

\A1;\pxql;{\H0.8x;0.8 Opacity}

\A1;\pxql;{\H0.8x;0.8 Opacity}

\A1;\pxql;{\H0.8x;0.8 Opacity}

\A1;\pxql;{\H0.8x;

0.8 Opacity}

\A1;20' Buffer\A1;\pxql;{\H0.8x;0.4 Opacity}

\A1;\pxql;{\H0.8x;0.4 Opacity}\A1;20' Buffer

\A1;\pxql;Construct a raised median at Kentington Drive (Text Commitment 7.3)

Sa

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40

INTERSTATE 40

STREETS ATSOUTHPOINT

FAYETTEVILL

E RD

MASSEY CHAPELRD

RENAISSANCEPKWY

HIGHWAY 54

AR

DO

N D

R KENTINGTON DR MASSEY CHAPELRDEAGLE VIEW DR

CO

UN

TR

Y

LN

CHADRONRD

HERNDON

RD

SOUTHPOINTAUTO PARKBLVD

No ScaleLOCATION MAP

HIGH

WAY

751

SITE

%%ULEGEND

- IRON PIN

{SITE SUMMARY

}1. GROSS SITE ACREAGE:

2. ADJUSTED GROSS ACREAGE:

3. ADJUSTED GROSS ACREAGE BREAKDOWN:

4. NET ACREAGE BREAKDOWN:

5. MAXIMUM IMPERVIOUS AREA:

6. TREE COVERAGE SUMMARY:

7. TOTAL BUILDING SQUARE FOOTAGE NOT TO EXCEED 180,000 SF

8.THE LONG RANGE BICYCLE PLAN, MAP 4.6, SHOWS A PROPOSED BICYCLE LANE ONFAYETTEVILLE ROAD.

- EXISTING TREE LINE

- EXISTING CITY BOUNDRY

- EXISTING BOUNDRY LINE

%%USITE DATA

- EXISTING SANITARY SEWER

REQUIRED TREE PRESERVATION FOR TOTAL SITE: 3.076 AC. (10%)PROPOSED TREE PRESERVATION: 4.35 AC. (14.1%)

Total Area (Gross)Kentington Drive ROWFayetteville Road ROW DedicationRolando Drive ROW DedicationTotal Area (Adjusted Gross)

33.3

7 A

c.1.

37 A

c.0.

69 A

c.0.

55 A

c.

\pxqr;30.76 Ac.

Total Area (Adjusted Gross)Stream Buffer AreaNet Acreage

30.76 Ac.4.87 Ac.25.89 Ac.

33.37 AC.

30.76 AC.

21.53 Ac. (70%)

- PROJECT SETBACKS

- STREAM BUFFER SETBACKS

- TREE PRESERVATION AREA

- PROPOSED PROPERTY LINE

- PROPOSED RIGHT OF WAY

- SITE ACCESS

- RIGHT OF WAY TO BE DEDICATED

- PARKING ENVELOPE

- BUILDING ENVELOPE

2

2

2

2

2

2

2

3

3

3

3

3

3

3

3

3

3

3

3

3

3