KYLE

DR

LOUISBURG RD

BLAC

K MAP

LE D

RSPRING GLEN LN

YORK

WOOD

DR

SWEET SHADE TRL

SILVE

R ASH

DR

LAUR

EL G

ROVE

LN

ELM HEIGHTS LN

CARDINAL GROVE BLVD

FIELDWOOD CT

SPRING ELM PL

LOUISBU

RG RD

Zoning:CAC:

Drainage Basin:Acreage:

Lots sq. ft.:

R-10-CUNortheastBeaverdam Creek2.516,014

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Yarhrib Oasis919 537-2499

¯THE OASIS COMMUNITY PROJECTSR-27-2016

R/W

R/W

R/W

R/W

R/W

R/W

GRAVEL DRIVE

PAVED DRIVE

EXIS

TING

1 STO

RYBR

ICK

HOUS

E PROPANE TANK

PAVED DRIVE

NCDOT RIGHT-OF-WAY

PER PROJECT #8.1402106

R/W R/W R/W R/W R/W

R/W

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R/W

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R/W

WW

WW

W

YARD INLET

RIM: 311.96

CATCH BASIN

RIM: 310.71

12" RCP

CATCH BASIN

RIM: 304.44

INV SE: 300.77

INV NW: 300.36

15" RCP

YARD INLET

RIM: 305.01

INV NW: 301.22

RAZA

N ST

REET

55' R

IGHT

-OF-

WAY

(NEI

GHBO

RHOO

D YI

ELD)

MARVIN ONEAL RIDDICK

D.B. 1439 PG 495

PIN: 1736151772

ZONING: R-1

POTENTIAL ROAD

WM

S

S

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W W W W W W W W W W W W W W WW

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S

DEAH WAY64' RIGHT-OF-WAY(NEIGHBORHOOD STREET)

S00°05'

00"E

520.49

' TOTAL

N40°

09'55

"E

596.4

5'

361.9

4'

302

301

300

293294

295

296297

298300 299

299300 301

299

300301

299

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301 302

301300

299

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299300

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IGHW

AY 40

1LO

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ROAD

E1

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B1A2A1

C3

C1C2

C1

D1

F1

F2

C3

C3

C3

F4

F4

F4

F4

F4

VIOLA JACKSONPIN: 1736155112SINGLE FAMILY (R-1)

SAWA REAL ESTATE LLCPIN: 1736155205VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155312VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155309VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155427VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154595VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154519VACANT (R-1)SAWA REAL ESTATE LLC

PIN: 1736153633VACANT (R-1)

CYNTHIA BROOKS,CHRISTOPHER HAYESPIN: 1736151636SINGLE FAMILY (R-1)

MUSLIM YOUTH COMMUNITY CENTERYATHRIB OASIS LLCPIN: 1736150379SINGLE FAMILY (R-10)

Th

e O

asis C

om

mu

nity C

en

te

r

5520 Louisburg R

oad

Ra

le

ig

h, N

C

15088.00 2016.04.15

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PRELIMINARY

SITE PLAN

LANDSCAPE ARCHITECTURELAND PLANNINGURBAN DESIGN

Raleigh, NC 27603 | 919.805.3586727 W. Hargett Street, Suite 101

0 15 30 60

SCALE: 1" = 30' N

EXISTING /DEMOLITION

PLAN

L101

1. THE CONTRACTOR SHALL NOTIFY THE N.C. ONE CALL CENTER AT 1-800-632-4949 PRIORTO STARTING WORK.

2. THE CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTPRIOR TO STARTING WORK.

3. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED INACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVEDBY THE CITY OF RALEIGH. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALLREQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURINGCONSTRUCTION.

4. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THEEXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROMTHE CITY OF RALEIGH TRANSPORTATION DEPARTMENT AND/OR NCDOT.

5. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANDFEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS ANDDEBRIS.

6. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR SANITARY SEWER AND WATERREMOVALS AND RELOCATIONS.

7. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITYPROVIDER(S).

8. WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDING,CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO

EITHER SIDE OF PIPE, AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS, IF UNSUITABLESOILS EXIST.

9. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTIONTHAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSHWITH NEW GRADE.

10. ELECTRICAL OR GAS UTILITY SERVICES TO BE REMOVED SHALL BE REMOVED ANDRELOCATED (AS INDICATED) BY THE UTILITY PROVIDER. CONTRACTOR SHALL SCHEDULEAND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALLSERVICES SHOULD BE RE-INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT,SIDEWALKS, CURB AND GUTTER, OR OTHER PERMANENT FEATURES.

11. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUTTO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAWCUT EXISTING ASPHALTDRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE.

12. CONTRACTOR SHALL RETAIN CONCRETE WHEELSTOPS WHICH ARE IN USEABLECONDITION FOR RE-INSTALLATION AT THE END OF THE PROJECT.

13. CONTRACTOR SHALL RESTORE THE LAYDOWN AND STAGING AREA TO ORIGINALCONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATIONAT THE CONCLUSION OF THE PROJECT.

14. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILSPERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND SITE PLAN.

15. ALL FENCING TO BE REMOVED SHALL BE REMOVED AT NEXT NEAREST POLE.

16. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) TO BE STOCKPILED ANDREUSED ON SITE WHERE POSSIBLE.

17. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BEREMOVED.

18. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITEUNLESS OTHERWISE NOTED ON THIS PLAN.

19. ALL TREES TO BE REMOVED SHALL BE GROUND DOWN TO A MINIMUM DEPTH OF 12"BELOW PROPOSED FINISH GRADE.

20. LANE CLOSURE AND TRAFFIC CONTROL PLAN TO BE COORDINATED WITHAPPROPRIATE CITY STAFF PRIOR TO ANY CONSTRUCTION IN RIGHT-OF-WAY.

DEMOLITION NOTES DEMOLITION LEGENDKEY DESCRIPTIONA1 CONCRETE PAVING TO BE REMOVED.

A2 CONCRETE CURB AND GUTTER TO BE REMOVED.

B1 2' WIDE ASPHALT MILL/PATCH AREA.

C1 RESET UTILITY BOXES, INLETS, MANHOLES AND RIMS TO FINISH GRADE.

C2 INLETS, MANHOLES AND OTHER UTILITIES TO BE REMOVED AND REUSED ON SITE.

C3 INLETS, MANHOLES AND OTHER UTILITIES TO BE PROTECTED IN PLACE.

D1 DRAINAGE PIPE TO BE REMOVED.

E1 CLEAR & GRUB EXISTING VEGETATION IN THIS AREA AND REMOVE COMPLETELY FROMSITE. STRIP, STOCKPILE & REUSE TOPSOIL AS SPECIFIED IN SPECIFICATIONS.

F1 TREE PROTECTION FENCE - SEE DETAIL ON SHEET LXXX.

F2 EXISTING TREE CONSERVATION AREA TO REMAIN PROTECTED IN PLACE.

F3 LIMITS OF DISTURBANCE - NO DISTURBANCE TO SITE ALLOWED PAST THIS LINE.

F4 EXISTING TREE TO BE REMOVED

TP

R/W

R/W

R/W

R/W

R/W

R/W

GRAVEL DRIVE

PAVED DRIVE

EXIS

TING

1 STO

RYBR

ICK

HOUS

E PROPANE TANK

PAVED DRIVE

NCDOT RIGHT-OF-WAY

PER PROJECT #8.1402106

R/W R/W R/W R/W R/W

R/W

R/W

R/W

R/W R/WR/W

R/WR/W

R/WR/W

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R/WR/W

R/WR/W

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R/WR/W R/W R/W

R/W

R/W

WW

WW

W

YARD INLET

RIM: 311.96

CATCH BASIN

RIM: 310.71

12" RCP

CATCH BASIN

RIM: 304.44

INV SE: 300.77

INV NW: 300.36

15" RCP

YARD INLET

RIM: 305.01

INV NW: 301.22

RAZA

N ST

REET

55' R

IGHT

-OF-

WAY

(NEI

GHBO

RHOO

D YI

ELD)

N/F

MARVIN ONEAL RIDDICK

D.B. 1439 PG 495

PIN: 1736151772

ZONING: R-1

WM

S

S

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SS

C.O.

S

S

SS

SS

SS

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WW

WW

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WW

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WW W

WW

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S

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SSSS

SS

S

DEAH WAY64' RIGHT-OF-WAY(NEIGHBORHOOD STREET)

N40°

09'55

"E

596.4

5'

361.9

4'

302

301

300

293294

295

296297

298300 299

299300 301 300301

300

301

US H

IGHW

AY 40

1LO

UISB

URG

ROAD

10

14

14UP

UP

MI

HC

36" G.B.

42" G.B.TP

18" G.B.

PTD

FN

MI

HC

36" G.B.

42" G.B. TP18" G.B.

PTD

FN

HC TP18" G

.B.

36" G.B.

42" G.B. HC

TP18" G.B.

36" G.B.

42" G.B.

MI

HC

36" G

.B.

42" G

.B.

TP

18" G

.B.

PTD FN

11

17

VANHC

VANHCHC

22'-0"

24'-0

" 9'-0"typ.

20'-0"

VIOLA JACKSONPIN: 1736155112SINGLE FAMILY (R-1)

SAWA REAL ESTATE LLCPIN: 1736155205VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155312VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155309VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155427VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154595VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154519VACANT (R-1)SAWA REAL ESTATE LLC

PIN: 1736153633VACANT (R-1)

CYNTHIA BROOKS,CHRISTOPHER HAYESPIN: 1736151636SINGLE FAMILY (R-1)

MUSLIM YOUTH COMMUNITY CENTERYATHRIB OASIS LLCPIN: 1736150379SINGLE FAMILY (R-10)

FINAL CROSS-ACCESS AGREEMENTTO BE PROVIDED DURING FINALCONSTRUCTION DOCUMENT REVIEW

11

08

17

6'-0"

8'-0"

5'-0"

6'-0

"

18'-0"

5'-0"

18'-0"22'-0"18'-0" 18'-0"

TYPE C3 STREET PROTECTIVE YARDFrontage =124'-1"

See Sheet L501 for further details.

TRA

NSI

TION

AL

PRO

TEC

TIVE

YARD

Fron

tage

= 2

65'-8

" - 2

4' (A

cces

s Driv

e) -

38' (

Utilit

y Ea

sem

ents

= 2

03'-8

"Se

e Sh

eet L

501

for f

urth

er d

etai

ls.

TRANSITIONAL PROTECTIVE YARD

Frontage = 179'-214"

See sheet L501 for further details.

TRANSITIONAL PROTECTIVE YARD

Frontage = 463'-1 1116 "

See sheet L501 for further details.

6'-0" ParkingSetback

10'-0" BuildingSetback

6'-0" ParkingSetback

20'-0" BuildingSetback

6'-0"

Parking

Setb

ack

10'-0

" Build

ing

Setb

ack

10'-0" ParkingSetback

10'-0" BuildingSetback

Th

e O

asis C

om

mu

nity C

en

te

r

5520 Louisburg R

oad

Ra

le

ig

h, N

C

15088.00 2016.04.15

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PRELIMINARY

SITE PLAN

LANDSCAPE ARCHITECTURELAND PLANNINGURBAN DESIGN

Raleigh, NC 27603 | 919.805.3586727 W. Hargett Street, Suite 101

LAYOUTPLAN

L301

1. ALL ON SITE PERIMETER CURB & GUTTER SHALL BE 24" UNLESSOTHERWISE NOTED.

2. CURB & GUTTER TO SLOPE (NEGATIVE OR POSITIVE) SAME ASPAVEMENT EDGE. PONDING OF WATER IS PROHIBITED.

3. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10'(MAX.) WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.

4. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB, UNLESSOTHERWISE NOTED ON THE PLANS.

5. BUILDING AND ROADWAY STAKE OUT TO BE PERFORMED BY AREGISTERED LAND SURVEYOR. ALL DIMENSIONS TO BE FIELD VERIFIED.NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY.

6. GUARDRAILS MUST BE INSTALLED ON THE OPEN SIDES OF ELEVATEDWALKING SURFACES THAT EXCEED 30 INCHES IN HEIGHT.

7. ALL GUARDRAILS MUST BE A MINIMUM HEIGHT OF 42 INCHES ABOVETHE LEADING EDGE OF THE TREAD OR WALKING SURFACE.

8. GUARDRAILS SHALL HAVE BALUSTERS SUCH THAT A 4 INCH DIAMETERSPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF34 INCHES. FROM 34 INCHES TO 42 INCHES ABOVE THE WALKINGSURFACE, A 8 INCH DIAMETER SPHERE SHALL NOT PASS.

9. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING, TO CENTERLINE,CENTER TO CENTER ON STRIPES, AND/OR FACE OF CURB, UNLESSOTHERWISE NOTED.

10. ALL CROSSWALK MARKINGS WITHIN RIGHT-OF-WAY SHALL BECONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED INACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR TOINSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS AREALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS ORPERPENDICULAR TO THE ROADWAY / DRIVE LANE.

11. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUALON UNIFORM TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.

12. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUMRETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THEMUTCD.

13. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUNDAND ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED JOHNNYEDWARDS AND ASSOCIATES. THE CONTRACTOR SHALL LOCATEEXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES ASNECESSARY TO AVOID DAMAGING OR DESTROYING EXISTINGSERVICES.

14. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BEPERFORMED IN ACCORDANCE WITH THESE PLANS ANDSPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF RALEIGH.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIREDPERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACEDURING CONSTRUCTION.

15. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHTOF WAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OFTHE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES. (MUTCD).

16. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THECONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THEPROJECT AS SET FORTH IN THESE PLANS.

17. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TORECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TOCONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER ATREGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORDKEEPING.

18. THE CONTRACTOR, AT ALL TIMES, MUST KEEP THE PREMISES FREE FROMACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM,HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROMTHE PROJECT SITE ON A DAILY BASIS.

19. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS AREDEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCHDEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADEWITH THE EXPRESS WRITTEN PERMISSION OF THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUALAND EXACT LOCATION, SIZE, AND MATERIAL COMPOSITION OF ANYEXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTIONOR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICESREQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTIONPLANS

21. SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PERSONS WHOARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITYDISABILITIES. EXISTING PEDESTRIAN ROUTES AND ALTERNATEPEDESTRIAN ROUTES DURING CONSTRUCTION ARE REQUIRED TO BECOMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITYGUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLEDESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)

GENERAL SITE NOTES

PARKING REQUIREMENTSUSE AREA (SF) VEHICLE PARKING

Required (1 per 4 seats) Provided

Place of Worship 2,631 94102 (36 stree parking

+ 66 on-site)

TOTAL 2,631 94 102Note: Parking requirements calculated based off of Building Occupancy Loads(Assembly w/o fixed seats - Concentrated).

0 15 30 60

SCALE: 1" = 30' N

R/W

R/W

R/W

R/W

R/W

R/W

GRAVEL DRIVE

PAVED DRIVE

EXIS

TING

1 STO

RYBR

ICK

HOUS

E PROPANE TANK

PAVED DRIVE

NCDOT RIGHT-OF-WAY

PER PROJECT #8.1402106

R/W R/W R/W R/W R/W

R/W

R/W

R/W

R/W R/WR/W

R/WR/W

R/WR/W

R/WR/W

R/WR/W R/W

R/W

R/W

R/W

R/W

WW

W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W

R/WR/W

R/WR/W

R/WR/W

R/W R/W R/WR/W

R/W

WW

WW

W

YARD INLET

RIM: 311.96

CATCH BASIN

RIM: 310.71

12" RCP

CATCH BASIN

RIM: 304.44

INV SE: 300.77

INV NW: 300.36

15" RCP

YARD INLET

RIM: 305.01

INV NW: 301.22

RAZA

N ST

REET

55' R

IGHT

-OF-

WAY

(NEI

GHBO

RHOO

D YI

ELD)

N/F

MARVIN ONEAL RIDDICK

D.B. 1439 PG 495

PIN: 1736151772

ZONING: R-1

POTENTIAL ROAD

WM

S

S

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SS

C.O.

S

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SSSS

SS

TP

TP

TP

TP

TP

TP

TP

TP

TP TP TPTP

TP

TPTP

TP

TPTP

TP

TP

W W W W W W W W W W W W W W WW

WW

WW

WW

WW

WW

WW W

WW

W

W

S

S

S

S

SSSS

SS

S

DEAH WAY64' RIGHT-OF-WAY(NEIGHBORHOOD STREET)

S00°05'

00"E

520.49

' TOTAL

N40°

09'55

"E

596.4

5'

361.9

4'

302

301

300

293294

295

296297

298300 299

299300 301

299

300301

299

300

301

301 302

301300

299

298 298

299300

US H

IGHW

AY 40

1LO

UISB

URG

ROAD

PRIMARY TREE CONSERVATIONAREA PREVIOUSLY APPROVED -REFER TO CITY OF RALEIGHPROJECT #S-4-2015

VIOLA JACKSONPIN: 1736155112SINGLE FAMILY (R-1)

SAWA REAL ESTATE LLCPIN: 1736155205VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155312VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155309VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736155427VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154595VACANT (R-1)

SAWA REAL ESTATE LLCPIN: 1736154519VACANT (R-1)SAWA REAL ESTATE LLC

PIN: 1736153633VACANT (R-1)

CYNTHIA BROOKS,CHRISTOPHER HAYESPIN: 1736151636SINGLE FAMILY (R-1)

MUSLIM YOUTH COMMUNITY CENTERYATHRIB OASIS LLCPIN: 1736150379SINGLE FAMILY (R-10)

Th

e O

asis C

om

mu

nity C

en

te

r

5520 Louisburg R

oad

Ra

le

ig

h, N

C

15088.00 2016.04.15

--

--

--

--

--

PRELIMINARY

SITE PLAN

LANDSCAPE ARCHITECTURELAND PLANNINGURBAN DESIGN

Raleigh, NC 27603 | 919.805.3586727 W. Hargett Street, Suite 101

TREECONSERVATION

PLAN

L201

0 15 30 60

SCALE: 1" = 30' N